HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY BP #:
SECTION
TOWNSHIP
��
RANGE
MAP NO.
" J O
ZONING
LAND USE
(0
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP 0
1 sr FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
C�_
SEWER
C,
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1090
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON .
PERMIT
CODE
01
AREA
FEE
FEE
LIBRARY
PUBLIC BID
PUBIC BLD
PARKS
IMPACT.
IMPACT FEE
IMPACT
FEE
CORRECTION
FEE -
FEE
GENERAL
SCHOOL
ROAD
CREDIT
Y
N .
LAW ENF
a
IMPACT
IMPACT
IMPACT4
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
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW-
REVIEW
REVIEW
RECEIVED—
9-
INITIALS' -
. r 1
OFFICE USE O4F.E
DATE FILED: RECEIPT NO,: i?�� ®I PERMIT NUMBER:PLAN REVIEW
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
1.
2.
3.
4.
5.
9.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Ft Pierce, FL 34982-5652
-462-1553
772
to
SCANNED
BY .APPLICATION for BUMDING PERMIT �� 00b
St. Lucia ft, A 'IFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
LOCATION/SITE ADDRESS: Lo �?i �V
PROJECT NAME:+: . - ------ SITE PLAN NAME:
PROPERTY TAX ID #:
LEGAL- DESCRIPTION (attach extra sheets if necessary):
wo
PLAT BOOK 6: PAGE. NO. s` 7 BLOCK NO.. S. LOT NO:
PARCEL SIZE (ACRES/SQ FT.):
10. COMPLETE DES tBIETfOlY,OF
.n,. ,
14.
LOT DRAENMONS:
OR
SETBACKS (ACTUAL) FRONT: 6 BACK: iS RIGHT SIDE: 1\ �I:EFT SIDE: V
a5
TYPE OF CONSTRUCTION (Check all appropriate boxes)
y -
NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
RESIDENTIAL j ] COMMERCIAL [ ] INDUSTRIAL -
[ } OTHER (SPECIFY) - - � n, -
DESCRIPTION OF PROPOSED USE:
SQ. FT OF CONSTRUCTION: �yO� 15. SF. FT 1st FLOOR:
16. VALUE OF CONSTRUCTION: $
5 l coo --
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 submtted figures are not'wnsistent 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
y UPDATED 6125/09
0
_6WNER INFORMATION
r fir
NAME: �/ lit < '
ADDRESS: S
' STATE: ZIP:
CITY: •� r� t
PHONE (DAYTIME): -" l' l Email: M D V
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE,
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER: _
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME):
CONTRACTOR INFORMATION[
ST. of FL REG.CERT #: ,� ✓"t ��
BUSINESS NAME:
- _)UAL1FIERS DAME:
ADDRESS: "
CITY:
PHONE (DAYTIME)
ARCM17r:NUIN ic: v t '
ADDRESS:
CITY:
PHONE (DAYTINIEM
BONDING COMPANY:
ADDRESS:
CITY:
STATE:
FAX NO.
ST. LUCIE COUNTY CERT #
Y1®. �)u1oy-s
Email:
PP
w l'
STATE: ZIP:
MORTGAGE LENDER: Y
ADDRESS:
CITY: STATE: ZIP:
BUORTANT 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.
O#CER OR CONTRACTOR SIGNATURE C CTOR SIGNATURE
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF ST- %[ G r E COUNTY OF S- I-u C. t E
The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before
me this o;?'I day of 4 PR d L. 20 1 a- me this a_y day of ARA < i-
by ---ruCrE RAI'Qb
who is personally known or has produced who is personally known or has produced
2 &- g-s (, i ce-ri s r as identification. ,2 t v �� s �—[ c- ew S E _ as identification.
1"T
Signature of N Signature of N
DOR TH
•••`µy pV i DOROTHY ANN HAFNER' ; °<PaY p�B�^ice lgtNN HAFNER
Commission No. °`P e`%"'s Notary P0101tate of. Florida' Commission No. ___ * « os NotaryR� State of Florida
5'• : : • "e My Comm. Expires Oct 2, 2012 Nam; 'Q My Comm. Expires Oct 2, 2012
Commission # DD. 8270g6 ,. OFF,, Commission # DO 827096
Bonded Through National Notary Assn. Bonded Through National Notary Assn.
NOTE: TWO (2) UED. E CH SIGNATURE MUST BE NOTARIZED.
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, ,-1- -ARK OF THE CIRC; ;RT P • - SA:7 `4 LUCIE COUNTY
FILE # 3698218 O" JDOK 3384 PAGE .2,77 `JRecorded , '(27/2012 at 09 : 47 1
AFTER RECORDING -RETURN TO:
PERMIT NUMBER: �. '0;4 iipuce is ,,:n•n'ad fnr r,.:nrdim; inly
.r J
NOTICE OF COMMENCEMENT
/1( 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 PROPERTY (Legal description and street address) TAX FOLIO NUMBER:.39_L4 — 5 n 1 —1 7 01 — 0 0 0 9.
Spanish
SUBDIVISION ,BLOCK TRACT LOT BLDG UNIT
Section 26 Township 364 Range 40F
(l�J 2. GENERAL DESCRIPTION OF IMPROVEMENT: Single family residence
O3. OWNER INFORMATION: a. Name W4rtono Rti'tH; n g C6 c ,ration
I 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. CONTRA CTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation
8000 S US1, Suite 402 PSL FL 34952 77—A7R-5513
J ^ 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
U1, 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 ())(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER. Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418
VB. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.2 (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_
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPDMATION OF THE NOTICE OF COMMENCEM EN7
ARP rei—meRFn "PRnPFR PAYMENTS UNDER CHAPTER 713 PART I SEC1`10N 71113, FLORfOA STATUTES AND CAN RESULT
n2nn�J� Matthew Lyle Wynne Vice-P1=� dent
--sue
Signature of Owner or Print Name and Provide Signatory's TitldOfTice
Owner's Authorized OrFcer/Direclor/Partner/Manager
State of Florida ,
County of 5,f' . T.11 i e
f L 20,E a
The foregoing instrument was acknowledged before me this
day of"P� • .
By Matthew Lyle Wynne
I/I C.F 10&-r/1) T
,as
fact)
(Name of person)
(Type of authority ... e.g: Owner, officer, (rustee, attorney to
For Wynne Building Corporation
instrument
Personally Known ✓ or produced the following type of 11):
(Name of party on behalf of whom was executed)
DOROTHY ANN HAMER
Notary Public • State of Florida
'
• 5 My Comm. Expires Oct 2, 2012
•a7?
OTH I/ /tN i4FA/E7�
(Printed Name of Notary Public) (Signature of N Public) (Sr:11
g
_
y Commission # DO 627096
� Bonded Through Nallonal Notary Assn.
Under penalties of perjury. I declare that I hav cad the foregoing and that the Facts in i[ are
t t t yRTIOW Ityg—tanis-
belief (section 92.525, Florida Statute ).
Signatur r or Owner(s)' Auth
'zed tcer/Director/Partner/Manager who signed above:
By
_
By:
R— 0513041007(R..Nkg)
_,..,.S��.TE._OF EL4�iDA...
ST. LUCI COUNTY
TH! IS 0 CEr1t
h
TRL : i� I) oilF
iTTF S�
�'�'' r" FIE - `ti':.;j.;a�.•
.L IR
PLANNING & DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS DIVISION
2340 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACT R SUMMARY
V/1 li*usmthegsub-cr�a�ctors for the
(Company/Individual Name) o
project located at
(Street address or Property Tax -ID #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed -below, I will lmmediatelyadvise the Building and Zoning Department of St. Lucie County.
Txade
Name ofCompany7Contractor....•...__.._.._.._.,�..-Stat~�ofFlaxid�
St. Lucie County/
--
License Number
Electrical
Plumbing
[VA
EIVAC/
hwthair
410
Mechanical.
Roofing
Gas
PERMIT ISSUE DATE: ,
NUIV ER:
G ST. LUCIE COUNTY PUBLIC WORKS
ti BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number. 2098
State of Florida Certification Number (If applicable): ER0000122
Law s• -E1•ectric,1nc_ haw -agreed to -be the
(Company Name/Individual Name) `
eleetri.cal sub -contractor for x ,� , �'�d -4� �� b2b2
(Type of Trade) (Prima—ry Contractor)
for ttte project located.at
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 SIGINATURES ARE REQUIRED
James W_ Law
,PNATURE PRINT NAME DATE
Business Nmnz Law's E3 ec r ic, Inc _
Address: 218 Beach Avenue
City/State/Zip: Port St Lucie. FT 3495
Phone: 772-464-3969 email:
TTeT nNT V-
PERMIT # ISSUE DATE
l Ji
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
M-M079-60
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable): +f 1 l.� ✓ / `
have agrgedtobe the
(Company Name/Individual Name) �n% unt c
a-mwna sub -contractor for T I I a K,�I YU"- ���
(Type of Trade r(P imar o " act
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)
O'FUGINAL SIGNATLJI�ES ARE RL'QUI.RZ D
SI ATURE PRINT NAME
Business Name: �e,
Address: 1 1 'CM— dJ'
City/State/Zip: sa� p-� L
Phone: email:
r email:
nFFIr� I ITQ'p f"IN:
Y\ ■..■1�1 •N■J■
PERMIT # ISSUE DATE
ao-sa
DATE
I
/%161.
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 014 1
State of Florida Certification Number (If applicable): C `CPS 0 ` /
111.
. UC . hWM5 6J r `1 ' ' to e the
(Company Name/Individuhf Name)
_ Cp k� -W sub -contractor for �� 1 � � hQM 11 1 7l�
(Type of Trade) ' (Primary Contractor)
a
for the project located at � ' 1Wer 03-h WM
(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 SIGNAlTjURES ARE REQUIRED
,-E�v P7 C.
IGNATURE PRINT NAME DATE
Business Name: �/V`��� hp L�ld 1 air ALA
Address: 1
City/State/Zip: �y C Jl , .4::;l - a
Phone: —M-4t e 1-5-PGA email:
OFFICE USE ONLY:
PERMIT# ISSUE DATE
i(�
Pa
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property:U/S�\�-� v�\�
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 Perm.i.t. It1 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 this property, St. Lucie County .is neither obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew Lyle Wynne
IIj] Property Owner Name Date
tl '
ci
fi
i1 STATEOF FLOR'ODA, COUNTY OF St. Lucie
i
j
ACKNOWLEDGED BEFORE ME THIS a� DAY OF 20-01
�d
gYMatthew Lyle Wynne WHO IS PERSONALLYKNOWNTOMIS ORWFIONASPRODUCED
I AS IDENTIFICATION.
�f
i�
I�
1:1 SIGNATURE OF 9TARY TYPE OR PRINT NAME OF NOTARY
]Assn.
NOTARY PUBLICTITLE 'QDM TSS1ON � tANN HAF�;Notary Public - State ofMy Comm. Expires Oct OFf�°PCommission # DO 82,OBonded Through National Not
Property Appraiser - St.Lucie '-,mty, FL
- Page 1 of 1
I
PROPERTY RECORD CARD
Wynne Building Corp Record: 1 of 7 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Horne Print
Property Identification
�dCIE C
�,y�
Site Address: 8000 S US HWY 1
ParcellD: 3414-501-1701-000-9 yC��o " b
Sec/Town/Range: 26 :36S :40E
Account #: 41242
Map ID: 34/26N
CG
Land Use: PRKG/MOBILE
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
BAS
oe+coumsMras
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
BedRooms: 1685
Electric:
- PrmintWall:
-
FullBath: 0
HeatType:
- AvgHt/FI:
1/26ath: 0
HeatFuel:
- Prm.Flors:
-
%aA/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.paslc.org/prc.asp?prclid=341450117010009 4/27/2012
L
I
MIN, SETBACK REQ.
FRONT - ,SIDES-1,';;�6�5
CNR SIDES !�-8—
REAR
It
v
LE
I D 573
ST. LUCIE COUNTY B ILl DING DIvjsiON
L
REVr CON NCE
OR COIN
EVVED FOR
RF,VIEIWK,,Ilf
DATE JOB
PLANS PERNU I ST BE KEPT ON
OR NO INSPECTION WILL BE MADE,
6 S,1�oak
L
'1=RMIT NUMBER •1
insfaller
Lice so
Address a1 home
being Instalred
Manufacturer Length X Width %C
Nr37� ' tl hams is a stngre Wide RN out aae hslt of the blacirlrtgAlBn
lfharrie [so triple dr quad w1da sketch Irr Mmalnder ofhame
l undermtshd-Lateral Arm SysfErnsaant�ot baussd fln - __....---- .... _ .._... _..__............_ .
Mere the stdewatl tras eacceed 5 ft 4 In; : any home {new or )
InstaQet's fc�itlais ����
Tyisfcat WersipaclnQ-
PERMIT W014KSHEET
Page 1 Of 2
►�IsvtFrome 5 {� Usedt•t+atne Aj
-
Rain a ins
EatJed to the Jvlanufaeluret's IttslalJatron Manual
Boma is jaslalied in accordance with Rule 15.0
Single wide Q a Mid. Zone 11 j� Wrnd Zane ill [j
Double wide [ lnslailatrori Decal g
Tdpfe10uad II Serial #
Lead Focrer
bearing oorl
,:e a fly {aq tn)
PIER -PACING T BLEFOR US
Ei3 HOMES
18r x ts• 181121x v
(25s) 1 042)
[-beam pier par# size
Finimeterprer pad size
Other pier pad -sizes
(requirad,by the mfq,)
20' x2o' 22•x22' 24' X 24' 26. Xm.
Draw the aPproWmals locallona of marriage
Wall ap enings 4 toot or greater. else thrs
SYmbal to show the piers.
List all marriago watt opsnihps greater Than 4 tool .
and their Pier pact sizes below.
FflP LA A S 2t:S
U snlriA J�/ler pati:stze 1J L
'hrth'rn 2' or end of h0ir>,s
---' — $Raced at 5' 4" as
TIEUOWN [:oMpoNEblT$ OTHER i1�5:..
Longltudrrla a !ce s E Number
Manufacturer ' . welt ..
Lo
iir�glttxlrrrat Sta6lllz og i3e ae K+! J:Bt uffnaiArtrrs M age wall
AAanulacturef SheatwalJ
PERMIT WORKSHEET , page 2 of 2 i
PERMIT NUMBER �WR
•;-�y�:.
POCKET PENETROMETER TES
The pocket penetrometer tests are rou down to " psf
or check hereto declare 1000 lb. soil without testing.
X X X
POCKET PENETROMETER TESTING METHOD
i. Test the perimeter- of the horns at s locations.
2. Take the reading at the depth of'the ,tooter.
S..Using 500 lb. increments, take the lowest
reading and round down to that increment.
X_ X X
TORQUE .PROB TF3T
Th "f the torque probe test is ' inch pounds or check
� s'sufts
here if j bAre declaring 5' anchors without testing . A test
sha Sj inch pounds or less will require 5 foot anchors.
No Astate approved lateral arm system is being used and 4 ft.
r�.. 2ors are allowed at -the sidewall locations. I understand 5 ft
-f ' d. aors are required at all centerline -tie points where the, torque test
I IF ng is 275•or less and where the mobile"home manufacturer may
squires anchors with 4000 lb holding capacity.
lnstailees initials
ESTS MUST BE PERFORMED. BY A LICENS D INSTALLER
Install [ Ia
Dater
Connect electrical conductors between multi -wide units, -but not to the
ource. This•includes the bonding wire between mult-wide units. Pg.
;onnect all sewer drains to an existing sewer tap�trirewater
septi k. Pg.
onnect all potable water supply piping to an eod meter, water tap, or other
idependent water supply systems. Pg.
Debris and organic material removed 1-'
Water drainage: Natural Swale Pad Other
Fastening multi wide units
r.
Floor. Type Fastener. Length Spacing:
Walls: Type Fastener. Length ,rSpacing:.
Roof. Type Fastener. Length. Spacing:
_Fac._used.homes-,a.mi Q.gauge,_8"...w►de,_galvanized meta -strip - -•
will be centered avertheipeak of the. -roof and `fastened With galy.
roofing nails at 2" on center on both sides of the centerline.
Gasket (westhcrpiootina mqulrermnq
i understand a properly installed gasket Is a requlrerrierit of all nevi —and —used
homes and that. condensation, mold. rneldew and buckled marriage.walis 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:
Pg. Between Floors Yes
Between Walls Yes Lo
Bottom of ridgebeam Yes
weatherproofing
The bottomboard will be repaired and/or taped. Yes pg,
Siding on units is installed to manufacturer's specifications. Yes %�`
Fireplace .chimney Installed so as not to allow intrusion of rain water. Yes&//'33--
Skirtinq to be Installed. Yes `Ro
Dryer vent installed outside of skirting. Y��A
Range downflow vent installed'outside of skirting as
Drain lines supported at.4 foot intery Is, Y
Electrical crossovers protected. Yes
rltl,cr
verifies all information-gtven wfttt.this pr
is accurate and true based on the
installer Signature
Date
St Lucie County Building & Zoning
2300 Virginia Avenue
Ft Pierce, FL- 349.82
Mobile Home Inspection Report
All requests for permits to place or replace used Mobile / Manufactured homes mustbe 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: Y/Y (.'' cog P Date: g 41 QZ
(Print or type)
Address:
Year / ME
Width Length Single
C = In Compliance N = Not in Compliance
z�= (5 P 1.K CMAORY, CLUB MH1
)s&Xo a 12. 9YoA Go o$
'576AORIa94/o8 HUD Plate # o �v /�A&0 7
Double Wind Zone
Fire Safety / Electrical
1. Smoke Detector: Installed_Ae!-`*�Missing
C 2. Electrical System Checked: Exposed Wiring Other
C 3. Distribution Panel: Missing Loose Main Missing Breaker Missing
Unplugged Opening Other
G 4. Electrical Fixtures: Missing Installed Improperly
Improperly Wired Loose Wire
GFCI receptacles not where required
C5. Electrical Ground: Chassis Main Panel Gas Pipe
FILE
COPY
Revised 3/9/01 Page 1 of 3
Construction
1. 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
5. Screens: Missing Damaged
C 6. Floor System: Joist
Decking Area Damaged
G 7. Interior Paneling: Missing Loose Damaged
8. Rodent Proofing: Bottom Board
Pipe openings Other
9. Leaks Apparent: Ceiling Doors
Floor Roof
C 10. Vertical tie -down straps: Missing
Short Damaged
11. Structural modifications since manufactured: YES_ NO_Z
�- 12. Walls: Structurally Unsound Loose Weather tight
Plumbing
1. Trap: Missing Not connected Other
C 2. Plumbing fixtures: Missing Not installed Not Vented
C 3. Relief Valve: Missing Inoperable Other
G 4. Drain Waste and Venting Piping: Missing Not supported
Clean outs Use of fittings Not capped
Heating and Air Conditioning
1. Heating Appliances: Missing Not Connected Other
C, 2. Deleted Heating/AC system: Not installed
Other
L 3. Thermostat: Missing Inoperable
E4. Air registers: Missing Inoperable
S. Ducts: Not sealed Missing Collapsed
Page 2 of 3
C 6. Gas furnace Water heater vent: Missing Loose
G 7. Return Air: To Furnace To A/C From rooms
C 8. Range: Vent Hood
9. Gas Valve: Accessible Installed 'improperly
C 10. Gas lines: Not capped Not supported Kinked
Not bonded
Summary
Is subject structure found to be fifty (50%) or more damaged or deteriorated? YES NO Y
Will a remodeling permit be required? YES NOS%
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.
f
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
THEIR SEAL.
� L -, I n
COPY
E�l
Date inspected: j
Inspected By: ve- WOOD f . LE License #
33g8
�,_.,_ Signature required
Phone Number: l (�/'i�aj 1
Page 3 of 3
J �.
Engineers Seal
STEVEN G. WOOD, P.E.
]FL LICENSE 34398
960 SULTAN DR,
pGaT ITT LUCIE, FL
IDENTIFICA ION NUMBER Yr. MAKE MODS
BL050A02b2940A 2005 CAVL
REGISTERED OWNER
ALVAH DREW RAMSEY OR
PHYLLIS J RAMSEY
8 VILLA MARIA
FT PIERCE FL 34951
MAIL TO:
04/08/2005
SMALL.BUSINESS ADMINISTRATION
801 TOM MARTIN DR STE 120
BIRMINGHAM AL 35211-6424
I
BODY WT-L-BI,. VESSEL REGIS• NO. TITLE NUMBER
HS 52' I 92973445
DATE OF ISSUE '
04/26/2005 i
LIEN RELEASE
INTEREST IN THE ABOVE DESCRIBED VEHICLE IS
HERE Y RELEASED
BYl \�Mc._J
TITLE
��Ci� DATE
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IDENTIFICA ION NUMBER MAKE MODEL BODY WT-L-B,.. VESSEL REGIS. NO. I TITLE NUMBER
BL05GA02129408 �005 CAR HS 52' I 92973525
REGISTERED OWNER DATE OF ISSUE
ALVAH'DREW'RAMSEY OR / 04/26/2605
PHYLLIS J RAMSEY
8 VILLA MARIA LIEN RELEASE
FT PIERCE FL 34951 INTEREST IN THE ABOVE DESCRIBED VEHICLE IS
• H R RELEASED
MAIL TO: TITLE �,�0 DATE
q 04/08/2005
!NMICIE
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TIAE SIDE APPROACH
Use this full!
3811 X 38" od
fihe 38" x 4qa,
landing with
reversible riling
when your prefer a
paraffetapp roach.
i
M
Code approved in
most areas
38" x 3811 Pictured
with Deluxe Fails
Note: Side & Back
Rails must he
Ordered Soparateiy
Madel#
raiser
Overall
Landing
width
Standard' D'eluxer
Standard
Deluxe
;•,Fright
i•lelght
Depth
Side mail Side mall
'Back Rail
Hack Rail
.utwTvtl."Rr1tl�MiYItIMawMvbNnMMh
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02913M
0238
02938
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38"
38"
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02938
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7"1.22-1'r
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38"
022.38
029238
0238
0"2938
018243838
8";
`
'24"
38"
3$"
02238
029208
0238
02938
0,17.283838
7"
I `
:;'13"
3611
�8"
42338
029 388
0238
02938
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3t3"
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02338
029338
0238
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0293
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8"
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10
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38"
024,18
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02938
18"
2811
3t1"
N/A
02953
iJJA
02938
(3'413'tti�38�d8
8"
f61,
138"
48"
02138
029138
0248
02948
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.13"
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0248
02948
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7"
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0248
02948
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1 _Vj.Lj f' Y.l Y.1 J./ YJ.L 1. 1. -21V
j
1. 1-iIISTYLKRESE
Fiberglass Step. nch®ring
Guidelines
C'oncrete Installation
Gist of Components (Put-chA ed Lc>caBy)
i
r
: � I 2 1h 111V ;z x ] ;V44'WN
Cbn=� � 'd uxl•+ Ii4"
�1 C 2 ezell 1/11!' \'�,WVIS
Ardw
Concrete Installation` Guidelines
i,
1) Drill'/4" hote th:rbugh step and bracket at
desired position through lower wooden
frame member.
2) Install L-brackets using 1W x 20 x 2'/4"
Bolts, washers, 6-nd nuts.
3) Mark location o..`hole :rig I., -bracket on the
concrete.
4) Move the step away .frorn the house. Drill
holes in concrete; at the desired locations.
Tap in 1/4•" concrete anchors.
S) Replace step so that. the tops of the concrete
anchors protrude through the 1, bra&ets.
Secure with the huts and wasNEers.
G'I"Cf►U1"l+fl' 1rrstsl'Iati'c�n.
List of Components
(2) 494154 Anchor Assemblies
Each -assembly Includes:
(1) l S inch Anchor
(1) 3/8" x 1 %" lag screw
(1) 71161, 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 stop and mark the place where the
hole ih the eye of the anchor meets the side
of the step at 'the height of the lover frame
member.
4) Fasten screw into louver frame member
though eye of the anchor and washer.
`V' AjRNING-. Failure to anchor the step properly
can result in injury. Aare the step agairtst the
house. Make sure the surface on which the step
rests is level.
Style Crest, Inc. Drawer A Fremont, Olrio 43420
Longi.t.udina•I Stabilization for Florida
When using longitudinal stabilization only,
%very 5'-4" must]be used on therhom...
Typical
Placement
When the -Xi -Sys
more than 16' fr(
triple sections is
Com
• Sidewall anch
• Roof slope.of
• Single and do
• Triple section
• Diagram repr(
up to 48' widl
• NOTE: Older I
per Florida rel
Nut & Wash
J-Bolt
fewall perimeter anchors with diagonal ties and stabilizer plates
lso required on homes supplied with vertical tie con-
ints (per Flori regulations).
>ingle Section � Double Sec ' Triple Section.
t(Y16' Nominal ' ominal or Double w/tag up to 48' Nominal
n is used only as longitudinal stabilization; systems must be as evenly spaced as possible, no
i 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.
ning. Longitudinal and Lateral Stabilization for Florida
)rs with vertical ties every 5' 4" per Florida requirements
20 degrees or less. (See chart for 5/12 roof installations).
ible section homes require the same number of systems
iornes and double section homes with tag units require two additional longitudinal systems
sents single section up: to 16' width, double section up to 32' width, and triple section homes
omes without vertical tie attachments, require diagonal frame ties/anchors/plates every 5'-4"
iulations
Xi Block System Assembly
Beam Clamp
Bracket
1-112" tube
1-314" Tube
4 1/4"x3/4"
Self Tapping Screws
(2 per side)
Side View
Longitudinal and Lateral Stabilization for . Florida
Xi Lateral Xi Longitudinal Xi Longitudinal System F> Stabilizer Plate & Diagonal
"Ofily" system "Only" S -1
with Lateral Strut Combo Frame Tie
Ys, -T 6M
Home To 52'
A
M
Single
Up to 16'Width
2 Combo Systems
2 Lateral, only
EM
A
EMA
w
w
M
M
AM
167
w
1pq�z "Tag"
Double Sect' Triple or 9
to ' dth Up to 48'.Width
4 Combo Systems 4 Combo Systems
2 Additional Longitudinal Xi Piers
Homes Over 52', up to 80'.
um
A
M
Single Double Section Triple Section or "Tag"
r
Up to 16'Width Up to 32'Width I ir Up to 48- Width
2 Combo Systems 4 Combo Systems/2 Late R
l o i frois. Lateral Only
L
4 Lateral Only
7 " a I O�`
6
Note: 5/12 roof pitch home requires 2 additional s
RW
K
K
P, o
M
Single Double Section Triple Section or "Tag"
r
Up to 16'Width Up to 32'Width I ir Up to 48- Width
2 Combo Systems 4 Combo Systems/2 Late R
l o i frois. Lateral Only
L
4 Lateral Only
7 " a I O�`
6
Note: 5/12 roof pitch home requires 2 additional s
RW
K
K
P, o
installation instr
State of Florida.
• Easy installati
• 3 square foot
• Screw type pi
Steel Pier Syst
Xi9115teel Pier System Effective: August, 2007
Installation Instructions FLORIDA pi1ViLY
Ely We Down Engineering
tions for longitudinal and lateral stabilization of manufactured homes set to specifications of the
and Xi -system replace standard support pier and base pad
adjusters... no need to use installation jacks to adjust home to system
P/N's
#59321 Xi, 12" Pier
#59314 Xi, 25,5" Pier
#59317 Xl, 36" Pier
#59315 Xi, 5' Lateral Strut
#59318 Xi, 6' Lateral Strut
Block Pier
#59319 Xi,
#59320 Xi,
• Installation c
• Florida requ
• 4' ground ar
locations wt
• Center line c
to soil torqu
addition to I
• Maximum s
adjusted as
• Maximum r(
• Main rail sp
• Maximum p
• Instructions
• Installation
one diagonE
• Additional v
P/N 15.386
P/N's
w/5' Strut
w/6' Strut
REQUIREMENTS
n be made in any type of soil, 4B or better
:s 5' 4" anchor spacing for vertical ties
hors are used with the Xi -system in 4A and 4B soils, except at shear wall or marriage wall
re loads exceed 3150 pounds. Florida requires that 5' anchors be used at these locations.
shear wall anchors, that may be required by specific manufacturers, are to be sized according
conditions. Follow all manufacturers instructions for anchor type and placement in
)rida regulations.
ewall height is a 96" projection. Higher walls may be used, when the design loads are
if eave is 16"
;ing must be 99.5" or less
r height of the Xi -system is 48" .
xe not for use on "Exposure D" homes within 1500 feet of the coastline
structions are based on 4200# per pad longitudinal load and 6000# per pad lateral load with
tie/stabilizer.
'tical anchor ties that are unique to aholn 's design may be required by the home
VIM a
These locations include shear walls rn�rnae h ,e ridge e s p art -post ,, and rim plates.
x 7
• Installation .of Longitudinal System (Figure 1)
1.. Identify the number of systems to be used on the home using the chart provided.
2. ldenttfy`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.
m pier feet into slots in pa
that the -system pier is centered under the 1
6. Slide Xi-Systed sXi-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 boits on the struts and beam clamps.
1.
2.
3.
4.
Installation of Lateral System (Figure 3)
smaller 1-1 /2") tube into the larger (1-3/4") tube. Holes should be on the
Assemble lateral strut by sliding
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 /4'04') self -tapping screws into the holes provided in the lateral strut so that the two
tubes are connected together. (Figure 1)
(Figure 2)
' Frame
(Flgure 1)
° Height Bracket
Longitudinal Adjuster 0-3"
Struts --� oo. o.
j Bolt .. ;°' Pier OaseExten
Pldr Base Poat
Foundation
Base Pad k'-1-3/4" Tube
Lateral Strata
Beam Clamp
J-Bolt Bracketrube
4-#12X1" 4°
'Tek Screws
(Figure 4) (2 per Bide)
NN�� Strut
.iV'�g` .�P i. N.r
(Figure 3)
All Components Hot Galvanized Coated
D-e�artment 6f Highway Safety and M- btorV 'ehietes-
Division of Motor'Veh-i-cles
Hu'. ream of Mobile Vehic It Construction
FLORIDA'S.
A0V'KD-
PRODUCT§ LIST'
FORT FIE INSTALLATION OF - !
ILE /NIAN'.U;FA
C(opy
(Rovised 03/08):
J
INTRODUCTION
Florida: statutes Oquire that mobile;/manufactured homes are installed safely and will 1nteet wind
loads as determi ed by Section 3280.306 of Code of federal Regulsttions (CFR), Part 3280,
ltilanufactured I-k using Construction and Safety Standards established by the U.S. Department of
Housing and Urban Development.
Section 320.82511, Florida Statutes requires that: "Each- person or entity that'eng#ges In the
ManufactYtre oft obi le home installation components, products, or systems must obtain.'a
cert tication'..from the; department which trffirms thtit•such component, product; or system, is approved
for use in the installation of. mobile homes in this state." rho "department" rei'ers to the.0epartment
of Highway Safely and Nlotor Vehicles. The Bure'au o-f Mobile. Flome-and Recreational Vehicle
Construction is .a ,unit of this department and is the unit responsible for certifying mobile/manufactured
home component§, products and systems fbr use in Florida.
This document isithe official list of mobile;/manufactured home histall'ation components, products
and systems that 6ave been certified for use in Florida.
IF you have finny gh,dstions, you may contact met at (407) 445-7407.
I
Wayne Jordan
Program NNhager
References:
Section 320,8249 p.S.: lgrovides for they licensing and -re l ition of relobilehnandfaetured hotne
installers.
Section 320.8251 (?'.5.: Provides for the certiE"rcutirsri ok" �rtobilo/manufacture i home installation
components, produi is and systems. .
Section 320,83251 F.S.: t'rovides for the department to tidcyp(rdlas setting Forth uniform
( standardsf`cyr rate installation ixf'mc�hi'ic/c>7f►nutactured homes.
Rule Chapter 15CLI, f .;1.t.".: Provides the unif0t.tn home installation standards
for Florida.
Revised 03/08 It
IAPPROVED PRODUCTS
F`l..a 11 rrTIE
INS+AL L.ATION OF MANUFACTURED FIGMES
MOBILE HOME SAFETY PRODUCTS continued...
Dba Oliver Tecixnalogies, Ills.
P.O. Box 58/467
Hohenwald, Tennessee 38462
1055-18L
Longitudinal Stabilizing System
1101 L
All Steel Foundation System
1101
All Steel Foundation System ,
110.1 V
All Steal Foundation System
1n101 CVW
Wet •Bracket
I I GICV0
Dry Set Bracket
1101.-W CPCA'
Wet Set .Bracket
I I0I•-D-CPCA
Dry Set Bracket
1.101-W-T,A.CA
Wet Set ,Bracket
101-D-'TACA
Dry Set bracket
1055-14
I
Plastic Foundation Pad:
1055-10
I
Elastic Foundai;ion.Pad
1055-8
Plastic Poundation ,lied
.1055--23
Plastic Fo6ndation Pad
1055 '9
Mastic foundation Pad
SPA 264-1
Plastic Fo'Undation Para
4148-4
.Plastic .Foundation Pad
1055-16
1 Acc •7
plastic 1' oundation .Pad'
— _. _ -.
Plastic Foundation Pad
1OSS-17. 17 as �c
l055-13 Plastic 1Nour�4latioti Ned
lUS5-22 1'.lastic l"c>undtttion lead
tU55-20 Plastic lacrundation fetid
Revised 03/08 1 10
20" galvanized steel pad beam clip
1'or longitudinal bracing system
w/square tubing in a cross °`x,,
paitern
Longitudinal -Stabilizing System
Longitudinal and Lateral
Stabilizing System
Longitudinal Stabilizing & Lateral
Bracing System
Concrete Full System
Concrete Fall System
Concrete Longitudinal System
Concrete Longitudinal System
COticrete Transverse System'
Concrete Transverse System
16"x 16"
16" .�c 16"
16" x 18"
16" x 1$ '/z"'(round'ed)(2 sy. It.)
18 y2" x 18 '/x" X 15116
19 y2'� x 18 y2" M 3/ay'
13%"x26VVIxa�os
179,x2211x 1 /811
171/2" x 22
A4V2_-r25 72 x
24" x 24"•
21.13" x. 29.13" (rouftdeo)
23 �Vi ll x 3 f 1/41,
i
j
APPROVED PRODUCTS
FOR THE
INS JALLA,TION OF MANUFACTURED HOMES
i
Nf0131C.fi 1-{OM-C; MrETY 1'12olaucrs Continued...
Dba Oliver Technologies, .Fins,
P.O. Box 58/467
I Hohenwald, Tennessee 38462
Ell LOADS IN POUNDS BASED 0- -- SOIL VALUES
Area i1;000 lb. 4,; 0U 1b; ;U()0. Ily. 2,5001�. 3,000 IN
16" x 16"
16"x 1&1
`
1.77
1.78
1,,770
1,780
21650
2,660
3,450
4,420
5 310
5,310
16" X 186'
k
i
2.(�
2,000
3,000
3,560
4,000
4,430
5,000
5340
6;000
5,320
6,000
16" 18 VZ" (rounded)
18'V2' x 18 Yz" x 1S%16"
2.0
2.360
2,000
2,360
3,000
3,,550
4,000.
4,730.
5,000
6,000
6,000
18'/z" x 18 VV X'/W'
2,375
2,375.
3;563
4,750
59598'
7,090
- 5,598
7,090
5,600
13'/4" x 26'/4" i
2.4
2,375.
3,563.
4j750,5,938
6»400
6,400
17" x 22"
2.5
2.75
2,500
2,750 '
3,750
4,.125
5,0()0
5,500
6450
6,875
7,500
8,254,
7,500
-8,250
x 22 K" rounde
3.0
3;000
4,500
6,000
7,500
.9,000
9,000
1.7'/2" x 25 W1
3.0
3,000
4,500
6,OQ0 .
7,500- • •
., 9,000
9,000
24" x 24"
4.0
4,000
6,000
00(.
8,000
8,000
8,000
21.1311 x 29.13:" (r6unded)
4.0
4,000
6,000
8:,000
8,000
8,000
8,000
23 1/" X 31 1" i
4.69R
4 _ AQ9
`I' AA'Y..
241AA
0 nnn•
o nnn -
PAD CONli+'1G i A31IONS .
.['a
I Descriaptiob
PatlAirea
1,000'1b.
2,0001b.
3,0001b.
P .ramid .
ooter C6nfi uration
soil
Yuiy
sail
(2) 13 14" x 26 '/a" W
a base and (1) 20" x 20" on top
4:8 •
4,800
9,600
_
N/A
Thr
e (3) 17" x 22"
5.0
•5,000.
10,000
N/A
''Three
3 17 ''Xi" x 25 '/z"
6:11
6.,000
N/A
MODEL # ! IDENTIFICATION' ]ASCRIP'1<10N
(Yl'1CBI
Plastic Cal) Board 1" k 8" x 16"
CYrI C B2 ;. Plastic Cap Q and 2" k K x t 6'.'
"1"ham can boardswest 0n crou l-3tor (C.90) With ei flier a sinu}u Ur• double stacked cap b6hrds.
Reviseil 03108 I 1 1
12ff-5/8"
Nf 121-1-3/4?'
rvf,607
MIT2
MIJ2
MICS2
M I AR2
NI I S2
592,35
9293
APPROVED PRDUCTS
FOR,rmO.
IN,- TALLA,r[ON OF NFAINUFikCTURED* HOMES
TTE Ij0WN ENC.lNrmR'ING
5901 Wheaton Drive
Atlanta, Georgia 30336
Soil ) MVo—rk—in—g T —Ujtjnes*,<
GaIlIvanized
Auger
Anchor
x. 48". rod,. double head
with . a single 6�1 dise
4
4
44
3
3' 50
3
31-150
Galvanized
Auger
Ms" x 48" rod; double'head with
h
Anchor
a single 611 diso
I
.1
Gal I
tinized Auger
'Y4 x 60" rod, -doable head- with
It
4b.
b
0,
4,000
Anchor
a single 719 disc
Galvanized
Patio Slab
1/4" x 10" throade d rod w/tUt
Concrete
3,150.
Anchor
washer and nut, double 17'6lt
head
Ga'lvantzed
Patio Slab
518" x 10" rod concrete anchor
Conevite
3, t s.6'
Anchor-
with a double bolt head
Gal,
anized Patio
Vz" x 3" steef.expons-ion bolt
Cdncrete.
3,150
Anchor
Bolt.
w/"Redhead Sleeve Mc'hor"
double head
Galvitinized
Double
Dou b lie he d tension: device
NIA,
34 1 so.
Flea d
Device ((-mfly)
w/boltbole in the batt6th''oethe
yoke
GaIv
inized Double
Double head tension device
N/A
1'.Tead-swivel
Adapter
with swivef adapter
StabiliKe
r plate steel
0alvanized steel 17 V2" (width)'
46
4,000
x 7" (side) x 1.3 IM x 3 gauge
(t C (1, e top
Stabilizer
L ("Nite/ F
8" x 24" x 1.37511 ht tdo
Revised 03/08 1 15
4,725
4,725
6,000
4,725
4,725
4,725
4,725
4,725
6,000
APPROVED PRODUCTS
FOR THE
FNI�TA L LATION OF MANUFACTUREDHOMES
TIE. DOWN ENGINEERING Corlitinued..,
5901 Wheaton Drive
Atlanta, Georgia 30336
Soil I- -Wo—rking
j�own
Strapping
g
AS�T ' Standard
". Standard Spec.
da rd Spec.
'.953
�133953-91
III ed'stee'
!/4 x.03511 galvanized steel
strapping 'a- 120:
Nl'*'
NIA
N/A
150
NN/A
MG a
P
o �FB et
rao
—Roof Bracket
TD
Slotted Bolt
2 '/Wx 5181,
N/A
3,150
TDE
C1 Imping Seal
1.4 10" x 2.2501"
N/A
3,450
590110
ijongitudinal
Metal pado bracket with- -
N/A
7,000
Stabilization Device
hardware metal. struts:
L78.13
59002:
S{wivel Strap
2.60" k 4.87.5"k.1 0- ga0ge
3,150
,Connector
W/l VV X-035"'
59003
Beam !,C(jh hector for a
, beam,
2.5I'x6.300I1x'l(Ygauge
.
N/A
3,150
P f-beam
connector used with !i9002
59004
BeamlConnector for a
2.5 x 7.300-11x Mgauge beam
N/A
3,150
fr 1-beann
connector psed with SOW-
59005
Adj. �darn Connector
2.5" x 9,850" x 10 gaup used-
NIA
N/A
for u to a 8" double.
'
with 59001 and geade 5 bolt and
1-beann
lit -it'
59009
Lon Itudinal Beam
1 1/2" x 6 !45' x !/f" tised as pair
N/A
N/A
1,'onnector
with 50062'
39011
L011 j itudinal Beam
V -x 6 3/411 x 7 gauge frame
N/A
N/A
I iallip
chimp with 'ight (g)-gende, 5
bolts nuts
Revised 03103 1 . 16
4�J1. A A�.O E M PAL\Oj D R! �►J R S
FOR
INS A L LAT ION OF (VLANUFACTURED HOMES
IFIE 1)Q.DWN ENGINEERING Continued...
5901 Wileaiton Drive
Atl.rnta, Oeorgia 30336
_ IE rec LLOWING ARP kfT NUMti EPS .
F�Y LMODEL# IDENTIFICAT- 10N 116+ci^ncs.r
59006 j j
n(Vector) .Kit w/pads for concrete
ipplieations --;single stacked block piers
59008 I Y ateril ('Vector) .Kit w/pads r`or concrete
'applications — double stacked block piers
59273 11ouble black foundations pad for concrete.
59277 Dingle block foundationpad k"ar ca►taretc►
59024 L Irr
teral ('Ve:ctoe) Hardware Kit (rise W/.59271)
59026. .I Ljmgitudinal LzS1) Hardware Kit (w/59271)
59314 ' I 1 We
15 (i Vector Xi System
!Xi Concrete and Concrete Block System
59361 Outriggers
59362 I Outriggers
Revised 03103 1 17
17.25" x 11 ", 1.2 gauge galvanized
pad, part # 59277 w/mounting
brackets, hardware &* parts 59276
and.59282
17.2511.x gauge galvanized
pad, part. # 59273 w/mounting
brackets, hardware & parts: 59276 and
59282
Use with Vector System
Use with Vector System
U-bolts, "U" shaped connectors &
inside brackets
611)•x 6 3/a"".x 7 gauge beam clips, "U„
shaped'platei connector, bolts and nuts
for connections
'Longitudinal Stabilizing System
Lateral Stabilizing :system
Longi:tud n4l/Lateral Stabilizing
Systern
24" Outrigger/Diagonal Stnit
24" Outrigger/Diagonal Strut