HomeMy WebLinkAboutSUBMITTED PAPERSE60,
DATE FILED: 11SM9PERMIT NUMBER:
PLAN REVIEW FEE: IK-n-0.0 RECEIPTNO.:
CONCURRENCY FEE: '7QJ'Z� RECEIPT NO.: CERT. CAP. NO.:
1 .
2.
3.
4.
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
cie County Building and Zoning 1/0 1 &o
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553
09 'D Y.
F-PRUTT-W171ON for BUILDINGVERMIT %QCrl— t)�'
CATE of CAPACITY/ZONING COMPLIANC 40ci
o PROJECT INFORMATION
(2-1 %,A I tX lci^ 4+0n-
SITE PLAN NAME:
C) 1 ('0 ;� - 0 0 0
. _Nk' . - - - ,
LEGAL DESCRIPTION (attach extra sheet if necessary):
Cog lqw-�R-744) lb-ftt VRO
5. PLAT BOOK 6. PAGE NO. 7. BLOCK -No.
9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS:
LOCATION/SITE ADDRESS: . -A %-A V_
PROJECT NAME: 12
PROPERTY TAX ID #:
OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
�. .- en . - 0
8. LOT NO.
SETBACKS (ACTUAL) FRONT: A __.) BACK-.%1F-jRIGHT SIDE: 17N k-J LEFT SIDE:
TYPE OF CONSTRUCTION (Check all appropffate boxes)
NEW CONSTRUCTION EXPANSION/ADDITION
RESIDENTIAL COMMERCIAL
OTHER (SPECIFY)
DESCRIPTION OF PROPOSED USE:
A
[I INTERIOR RENOVATION
[ I INDUSTRIAL
14. SQ. FT OF CONSTRUCTION: 'I %0e 15. SF. FT I st FLOOR:
16. VALUE OF CONSTRUCTION: $ 1000
The value of construction is used to determine the amount ofpermit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02 SCANNED
BY
St. Lucie County
no E I
'7'5
0
0
,_ jz ; I-
9
le -
OWNER INFORMATION
NAME: CC) — C) tv) C
h5
n it"
ADDRESS.
CITY: STATE: 1-7 zip -
Email:
PHONE (DAYTIME) 4W- nLeQb
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY 0 . WNE , R) IS -DIFFERENT FROM THE OWNER LISTED ABOVE, , PLEASE
FILL IN NAME AND, ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY-.' STATE: ZIP:
PHONE (DAYTIME):
CONTRACTOR INFORMATION
ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT
BUSINESS NAME: Aix- rnp bi 'Ao�
VIC
QUALIFIERS NAME: \1 V)CA v
'I
ADDRESS:
CITY: Pr- STATE: ZIP:
PHONE (DAYTIME): r7l 71 FAx 0M Liz hojyv
ARCHIT/ENGINEER:
ADDRESS: -
CITY:
PHONE (DAYTIME�70_31)
BONDING COMPANY:
ADDRESS:
CITY:
STATE:
ZIP:
MORTGAGE LENDER:
ADDRESS:
CITY: STATE: ZIP:
LVIPORTANT 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, 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 subj ect 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: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will, be done in compliance
with all applicable laws re ulating construction and zoning.
04E OR CONTRACTOR SIGNATURE CON RA TORSIGNATURE
TATE OF FLORIDA
STATE OF FLORIDA' ,j
OF
COUNTY OF
5OUNTY
The foregoing instrument was acknowledged before tthe foregoing instrument was acknowledged before
e th da 20
me this is
-S?L day of 20 MCI J( y
,S"cn Cn
��jjsep y
by tat t ; LOJ��Pjb 00f i
Z
Ox
ECD
ersonall .or has produced
who is personally or has produced who is p
10— ME)
as identification. as identification.
0 14(J ZA A
Signature of b(otary Sigi�a�re of Notff
Commission No. (Seal) Commiss*��
AUDREYB.HUMPH9EY
AUDREYB.HUMPHREY MY COMMISSION # DO 633047.
2
MY COMMISSION # :DD 633047. Z
EXPIRES: March 6, 2011
arc tNola
EXPIRES: March 6.2011 Bonded =1icU=erW61ers
MAgUMUIRM UER EACHSIGNATURE ARR ING FOR
NOTE: TW
VITT— R/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THI FEW
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.
OFFICE USE ONLY BP #:
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING e-
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
IST FLR ELV
MAX HGT
CONST TYPE
OCCUPTYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
AREA
FEE
FEE
(RADON)
LIBRARY
PUBLIC BLD
PUBIC BLD
PARKS
IMPACT
IMPACTFEE
IMPACT
IMPACT
FEE
CORRECTION
FEE
FEE
GENERAL
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT
IMPACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIR . ED-
FEE
'VARIANCE'FEE
FEE
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC Vol 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
DATE
_kE�I`E_W'
RECEIVED
DATE
Ito
COMPLETED
INITIALS
[�A
I IV
U-.,S. I DEPARTMENT (?.F HOMELAND SECU( ELEVATION' CERTIFICAT,7---,
Federal Emergency Management Agency
National Flood Insurance Program Important: Read the instructions on pages 1-8.
OMB,No. 1660-0008
EXD1res February 28. 2009
SECTION A - PROPERTY INFORMATION I For Insurance Company
Al. Building Owner's Name Whispering Creek Co-op, Inc. I Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number
2023 St Lucie Boulevard, Lot 190 1 1
City Fort Pierce State FIL ZIP Code 34946
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Whispering Creek Co-op (OR 1469-2744) Unit 190
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) residential
A5. Latitude/Longitude: Lat. 27* 28'56" N Long.80*20'36" Horizontal Datum: [I NAD 1927 N NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 5
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide;
a) Square footage of crawl space or enclosure(s) Z20 sq ft a) Square footage of attached garage n/a sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade n1a walls within 1.0 foot above adjacent grade nLla
c) Total net area of flood openings in A8.b Tla sq in c) Total net area of flood openings in A9.b n/a sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bl. NFIP Community Name & Community Number B2. County Name B3. State
St. Lucie County Unincorporated Areas 120285 1 St. Lucie County Florida
B4. Map/Panel Number
B5. Suffix
B6. FIRM,Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
12111 C / 0177
G
6/3011 �
11/4/1992
AE
12.5
1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
[I FIS Profile 0 FIRM [] Community Determined [J Other (Describe) -
Bll. Indicate elevation datum used for BFIE In Item 139: 0 NGVD 1929 El NAVO 1988 El Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ElYes ZNo
Designation Date E] CBRS 0 OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: El Construction Drawings* Building Under Construction* [0 Finished Construction
*A new Elevation Certificate will be required when construction of the building Is complete.
C2. Elevations -Zones AI-A30, AE, AH, A (with BFE), VE, Vl-V30, V (with BFE), AR, AR/A, ARIAE, AR/Al--A30, ARAH, ARIAO. Complete Items C2.a-g -
below according to'the building diagram specified in Item AT
Benchmark Utilized AF7489 - Designation F 401 Vertical Datum NGVD 1929
Conversion/Comments BM NAVD elevation of 32.91' converted to NGVD 1929 by addinq 1.475' to recorded elevation
Check the measurement used.
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(D ' escribe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
L7.L7
[D feet
E] meters (Puerto Rico only)
n/a
0 feet
0 meters (Puerto Rico only)
n1a
[] feet
El meters (Puerto Rico only)
n1a
I-] feet
E] meters (Puerto Rico only)
L4.21
EJ feet
[I meters (Puerto Rico only)
�L3.gI5
0 feet
meters (Puerto Rico only)
14.L4
0 feet
meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certiricate represents my best efforts to interpret the data available.
understandthat anyfalse statementmay be punishable byfine orimptisonment under 18 U.S. Code, Section 1001,
0 Check here if comments are provided on back of form.
Certifier's Name Michael T. Kolodziejczyk License Number 3864.
Title Professional Surveyor and Mapper Company Name Culpepper & Terpening,
FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces ail previous editions
IMPORTANT: In these spaces, copy Jresponding information from Section A. [;F9r.Ins'ur'ance
....Company,Use:
Building Street Address (including Apt., Uni I.- 'e, and/or Bldg. No.) or P.O. Route and Box No. Policy Ndffibdr
2023 St Lucie Boulevard, Lot 190
City Fort Pierce State FL ZIP Code 34946 Company NA(C.Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Com ents Le,,t?de/Longftude was obtained from handheld GPS device.
Xir C
C2. ( oner is considered lowest machinery and equipment,
Wat
S Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items EI-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B.
andC. For Items EI-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is [I feet meters C] above or El below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is [] feet meters [] above or [] below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building Is _.- [I feet El meters El above or 0 below the HAG.
E3. Attached garage (top of slab) is - [] feet E] meters [] above or [:] below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is _._ [I feet [I meters El above or El below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
. ordinance? [I Yes [] No E] Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owners or Owners Authorized Representative's Name
Address city State ZIP Code
Signature Date Telephone
Comments
[] Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate, Complete the applicable item(s) and sign below. Check the measurement used In Items G8. and G9.
G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. El A community official completed Section E for a building located In Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. [:] The following information (Items G4.-G9.) is provided for community floodplain management purposes.
IG4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for El New Construction El Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: _E] feet El meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: [I feet El meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
L] Check here if attachments
FEMA Form 81-31, February 2006 Replaces all previous editions
�Bq
BOARD OF COUNTY
COMMISSIONERS
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
DATE: FOL(40 NO. OF PAGES INCL. COVER: IS
TO:
ATTN: RE: fun]
SENDER: Lydia Galbraith PHONE #: 462-1555
COMMENTS:-f)2 t-ni 1 1515%
9te �5" ��kccx U�-,k -Lv &�\e&� T-eAc naix" ,
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
http://www.stiucleco.org/public—works/permiffing.htm
PROPERTY INFORMATION
Address: 2023 ST LUCIE BLVD 190
City/State/Zip: FORTPIERCE
Parcel #: 1433-504-0162-000/3
Zoning: RMH-5
APPLICATION INFORMATION
Permit Number: 1007-0277
Activity Type: New
Permit Type: Mobile Home
Review Comments
FL 34946
Jurisdiction: St. Lucie County
Lot#: 190 Block:
Page I
Owner(s):
Whispering Creek Co-op Inc
Application Type: Master Permit w/subs
Other Activity:
Stories: 1 Automatic Sprinkler System? El
CONTRACTOR INFORMATION
Contractor Name: JULIE K. BAIRD Fax Number 772-489-8222
Business Name: AMC MOBILE HOME MOVERS & INSTALLATIOl
Business Addr: 303 BARTOW ST
City i State I Zil FT PIERCE, FL 34982
1
REVIEWS AND COMMENTS
Review Typ Status Reviewed By
Documents Missing Incomplete Lydia Galbraith
08/04/2010 1 Comment PLEASE PROVIDE ELECTRICAL SUB AGREEMENI
Date Started Date Complete Date Released
08/0412010
08/04/2010 2 Comment PLEASE PROVIDE A NEW PLOT PLAN TO SCALE SHOWING THE MH AND ALL THE SETBACKS
(S/S ON THE SIDE)
THE PLOT PLANS FROM THE VOIDED FILES ARE CONFLICTING WITH EACH OTHER
08/04/2010 3 ent THE PERMIT WORKSHEET IS INCOMPLEET.
MISSING: MANUFACTURER, LENGTH X WIDTH, SERIAL #
PLEASE PROVIDE 2 CORRECTED WORKSHEETS.
08/04/2010 4 .;*�ent ORIGINAL LE17ER FROM WHISPERING CREEK
08/04/2010 5 Comment PLEASE PROVIDE A FILLED LANDS AFFIDAVIT.
Front Counter Review Complete Angela Huff 07/30/2010
Zoning Review Incomplete Lydia Galbraith 08/02/2010
--P�RMITNUMBER
Installer License '_1W og,
Address'fhorne Luae_ U-* Mo
0
beinginstalled
ManufaciurerX Length x width
NOTE. 'It home Is a single wide fill out one haff of the blocking plan
If home Is a triple or quad wide sketch In remainder of home
I understand Lateral Arm Systems cannot be used on any home (new or used)
where the sidewall ties exceed 5 ft 4 in.
Installers Initials
Typical pier spacing
21 :�� I WOW
PERMIT WORKSHEET
I page 1 of 2
I _%�j
New Home Used Home LA
Home installed to the Manufacturer's Installation Manual
Home is Installed in accordance with Rule 16-0
Single wide Wind Zone 11
Double Wide Installation Decal 4
Triple/Quad Serial # X
M -
Wind Zone III Ej
PIER SPACING TABLE FOR USED HOMES
Load
bearing
capacity
I Footer.
size
(sq In)
'xlS'
(266)
18112'081/2'
(i42)
20'x20'
(400)
22'x2V
(484)*
241X24'
(676)*
26'x2l',-
(676)
1000 pst
1500I)s
_7rU_
---
6'
7'
81
91-
2000pst
=
____8_r__
__8_r___
.8.
- 81- -
8-
2500 I)sr—
--F=
___1_8r__
__T_
a.
'3000 psf—
a,
__T_
8'
ir—I
35UU psi
8r.__
inLerpoiateci irorn rwie iake-i pier spacing IaDle.
PIER PA I POPULAR PAD SIZES
I-beam pier pad size Pad size Sq In
16 x 16 M
Perimeter pier pad size 16x18 =
18.5 x 18.5 -- "Wr
Other pier pad sizes 16 x 22.5 MIT
(required by the mfq.) 17 x 22 -77T-
13 1/4 x 26 114 348
MIDraw the approximate locations of marriage =X 20 400
wall openings' 4 foot or greater. Use this 17 &19 x 25
symbol to show the piers. 17 1/2 x 25 T==
all marriage wall openings greater than 4 foot
Ihe* pier pad sizes below.
"-P' q
Open'lng Pier pad_,s�
ANCHORS
4 ft P/ -5 It
I FRAMETIE
Within 2' of end of h
spaced at 64" oc Te
TIEDOWN COMPONENTS OTHER TIES
Number
Longitudinal Sta 111z1n_aDev1ce(kSD) Sidewall
Manufacturer VC -aD" !��A M_P� r,� Longitudinal
Longitudinal Stabilizing Device wl L4fleral Arm-IJ lvlarrli�ge Wall
Manufacturer 0 Shearwall
�.r - . .. - . 4XV
TRANSMISSION VERIFICATION REPORT
TIME 08/02/2010 16:26
NAME SLC CODE COMP
FAX 7724626448
TEL 7724622963
SER.# BROE5J278861
DATEJIME
08/02 16:25
FAX NO./NAME
94898222
DURATION
00:00:55
PAGE(S)
03
RESULT
OK
MODE
STANDARD
ECM
DATE:
TO:
ATTN:
BOARD OF COUNTY
COMMISSIONERS
Lkcj-�)-Zl—
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #-. (772) 462-6448 PHONE #: (772) 462-1553
SENDER: Lydia Galbraith
Comm
CL�
-1
NO. OF PAGES INCL. COVER; — Z>
1=1MMON I,--- ,,
PHONE #: 462-1595
I (I
"A f A-0 -
p
Whf4peruV Creek, C&-op, Inc.,
2023 St Lucte,�B&u&~&, off6ce,
FortNerm, FL 34946
772 -461 -3620
Fa,x/772-461-3920
E-ma&2Q23c,rk@c&mca4t net
Au#m4t4, 2010
-rc- whom ft may.conce'rvv
T?w-1 permit-k we, cwe, tiry6nq, tc*r- obtaZtv fr&m St- Luc�& C&u*ity, wab b& puUe&
'by AMC ftom& Movers- Er InOatlaUG&m, lvwl a*wD vt& one, e1w. Th& permZt #
1007-0120 shoul& be, nuW a*t& void/. Th& &nly peopl& w&r4no, wtdv
Wh,CSPWCnf CreekC&-op cwe,9&",6ean&JuU&BLa,("foi- AMC. Ify&requ-tre,
a,ny aAdiuumat, CaformarwytIplea4e, calb 7 72 -461 -3 620.
ml A
WC& PrB&CZlZ4qt
amwmkOUV-ER
MYCOMMISSM#DD8M4
EXPIRES, May 22,2013
OF
L.&I - 10 22Z-
4--
PLANNING &DEVELOPMENT
BOARD OF COUNTY
COMMISSIONERS SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
DATE: 8/3/2010 NO. OF PAGES INCL. COVER: 1
TO: Julie Baird
ATTN:
SENDER: Lydia Galbraith
RE: Permit 1007-0277
PHONE #: 462-1555
COMMEN'Julie, to confirm our conversation from this morning.
We need another letter from Whispering Creek stating that you are the only contractor
that is allowed to pull the permit on this property. They need to mention the property address
and lot number in the letter.
In the same letter they need to request to void out permit 1007-0120, which is the MH permit
that was applied for at 7/13/2010.
They need to inform the contractor that they are not working with him/her any longer. As soon
as we have the signed and notarized letter from Whispering Creek we will inform the contractor
that the permit has been cancelled.
Both files will be on hold until we have received the letter.
Thanks,kl*'-
Lydia Galbraith
Planning Technician
TRANSMISSION VERIFICATION REPORT
TIME 08/01/2010 11:21
NAME SLC CODE COMP
FAX 7724626448
TEL 7724622963
SER.# BROE5J278861
DATE,TIME
08/01 11:20
FAX NO./NAME
94898222
DURATION
00:00:20
PAGE(S)
01
RESULT
OK
MODE
STANDARD
ECM
Ljtq - � 22Z,
BOARD OF COUNTY Lm ej ;k��Q PLANNING &,DEVIELOPMENT
elE
COMMISSIONERS 'COUNTY 1 SERVICES DEPARTMENT
F L 0 R I D A
BUII-DING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #-. (772) 462-6448 PHONE #no (772) 462-1553
DATE: 8/3/2010 NO. OF PAGES INCL. COVER: I
TO: Julie Baird
ATTN:
SENDER: Lydia Galbraith
RE: Permit 1007-0277
PHONE *: 462-055
COMMEN'Julie,, to confirm our conversation from this morning.
We need another letter from Whispering Creek stating that you are the only contractor
that Is allowed to pull the permit on this property, They need to mention the property address
and lot number in the letter.
In the same letter they need to request to void out permit 1007-0120, which is the MH permit
that was applied for at 7113/2010,
They need to inform the contractor that they are not working with him/her any longer. As soon
as we have the signed and notarized letter from Whispering Creek we will inform the contractor
that the permit has been cancelled.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described property,
- -- I -T ij a - U I (a U -
(Faircel IWILegal description/Addrm)
3
for whicb I have applied to St. Lucie County for a Final Development �ermit. in
accepting this Final Development Permit, BP Number — //)0j 7"Oftowledge
_ a
that as owner of the above described property, and 'in- accordance with Section
7.04.0 1 (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 peunit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any fbTM,
adequate drainage off my property which will not adversely affect the immediate
community. . t
-6VHf 5-1:1�-Tl? (/& X C�deeCt ('-'-0 g4 IAlc'-
Property Owner Name (Please Print)
79w'4 5-
./o
/Prop'erty-bmer Signalure Dati
STATE OF F-LOR11DA, COUNTY OF 5:r zc t'( Ll Ik
ACKNOWMG13-13 BEFORE METMS DAYOV SWfia-1 120_Zp ,
B -5e WHO IS PEMNALLY KNOWN TOME OR WHO HAS
Y, ?A/0
PR04DUPD AS (DENTIFICATION.
TYPEOR MINT NOTARY
S N RE OF NOTAX-Y—PU—BICIC
Abbl 7?3/ V—COMMISSIONNUMBER
(SEAL)
ELM" A. WM
S1,CPDSD Revised 08/24/2010 My ' COMMISSION # DD 879314
EXPIRES, May 22,2013
_�?`__4
Code Compliance Division
2300 Virginia Avenue FLOOD HAZARD NOTICE
Ft. Pierce, FL 34982
Phone: (772) 462-2172 Fax: (772) 462-6443
hftp:/Iwww.stiucieco.org/public—works/permitting.htm
PERMIT NUMBER: 1007-0277 .08/04/2010
LOCATION: 2023 ST LUCIE BLVD 190
FORT PIERCE Copy
CONTRACTOR: JULIE K. BAIRD
DBA: AMC MOBILE HOME MOVERS & INSTALLATION, I
OWNER: WHISPERING CREEK CO-OP INC
This Notice is to inform you that your property is in a Flood Hazard Zone.
This means that the elevation of the first floor must be set at 12.5 feet, NGVD ( mean sea level
), or 18" above the crown of the road, whichever is greater.
NO CONSTRUCTION is to proceed beyond the 1 st floor / slab inspection, or just prior to the
second floor pour of a multi -story structure, until the required elevation certification has been
completed by a registered surveyor, and received and approved by the Building Division of the
St. Lucie County Community Development Department.
Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie
County Code Enforcement Board. The Board is empowered to levy a fine not to exceed
$250.00 per day for each day the violation continues. A fine not to exceed $500.00 per day may
be levied for a repeat violation. The fine may become a lien upon the real or personal property
of the violator.
The elevation certification may be submitted any time within 21 calendar days from the above;
however, no further construction should take place, nor will any inspections be made until the
required certification has been received and approved. --
�b q."10
Date
Lucie County
Building & Zoning
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
f , . _11
will be using the following sub -contractors for the
fCompapy/Ifidividual Name)q
cr�t [ 01- +1A ]Unc
project located ht- oquz?` %_ WcAe La�-
(Street address orProperty Tax ID �0
It is understood that if there is any change of status regarding the -participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/C.ontractor
St. Lucie County/
State of Florida
License Number
Electrical
6( AV-11
Plumbing
ftc,
ATkJ I aJJCAJ -,:vnc-
5V)
HVAC/
Mechanical
4-.UQ-cj_e__ Wcd�n kic-
Inc.
CA. c (SI'61-7-51
Roofmg
Ghs
A
-OFFICE USE ONLY:
PERMIT ISSUE DATE:
NUAIEBER: ob—r C)1-1-1 I I - I
P �, -- � oo-7- 0 D�7_7
ST. LUCIE COUNTY PUBLIC WORKS
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. -Electric-, Inc -
(Company Name/Individual Name)
electrical
(Type of Trade)
have -agreed to be the
sub -contractor for,
(Primary Contractor)
for the pruject located.at 3 JJ4:2!�� pj��
(Project Street AddrCss ori Property Tax ID #)
It is understood that, if there is any change of status regardingour participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of �t. 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
James W. Law
C/gIGNATURP, PRINT NAME
Business Name-. Law�-is Elec�tric,-Inc.
Address: 218 Beach Avenue
City/State/Zip: Port St. Lucie, F1_ 34952
Phone: 772-464-3969 email:
OFFICE USE ONLY:
gla 40 /0
DATE /
ST. LucrLE couNTY PuBLIC WORKS
BUILDING & ZONING DEPARTN1ENT
BUILDING PEP3HT
SUB --:CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable). 55 4i:� ap-io�
ki I L� J I VY-ALY-, V JU_A I kJ& I Y 1UNU ��5 - - have agreed to be the
(Company Name/Individual Name)
UMb Ve) CA sub -contractor for
(Type of Trade) J (Primary Contractor) InT.
for the'project located at AO-�) %--Wc4t, ejv� ICID
(Project Street Address or Property Tax ED #)
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 film- a Change of Contractor notice. (Form: SLCCDV
I . I
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on ihe Contractor's License)
QPJGIN'AL SIGNATURES ARF, RF-QUIRED
190AIURE
Business Name:
Address:
City/State/Zip:
Phone:
OFFICE USE ONLY:
tAhe. balad—
PRINTNAME
— T-A L__1 ()
DATE
I
I 10-ilan I
�nr,
Cko k - Cary,
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTAIENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contra . ctor Cerffication Number: Q2
State of Florida Certification Number (If 2pplicable):
wt�,O, 4mfinoi � Arle- Inc, have agreed to be the
(C9mpany Name/IndividShl Name)'
sub -contractor for AnY,
(T�p6 of Trade) (Primary Contractor)
for the project located at
A`5 54, U
(Project Street Address or Property Tax II) #)
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
C.)
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNIATURES ARE REQUIRED
/MGNATURE PRINT NAME D&E
V -
Business Name: Wcle Reaiinci � Pdc T-VIC.
Address:
City/State/Zip: 3L
Phone: 17� - 44 V7- 3 c) . J_0 email:
OFFICE'USE ONLY:
A.- -4z ft-
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-2172 Fax: (772) 462-6443
http:llwww.sffucieco.org/publiq workstpermitting.htm
http:llaim.slcfl.vetrol.coffdAIRSweb.php
03/11/20-10-
WHISPERING CREEK CO-OP INC
2023 ST LUCIE BLVD
FORT PIERCE, FL 34946-8715
RE: Building Permit Number 0908-
Due to lack of response to review comrr
FBC Section 105.3.2, the permit that wa
You may pick up the plans for correctior
anytime. The original permit will not be
upon re -submission.
If you have any questions regarding this
462-1553.We are located at 2300 Virgin
Sincerely,
rm
Frank Williams
Permitting Supervisor
cc: Owner
Contractor Licensing
Zoning
file
PERMIT VOID NOTICE;. C
its within the 180 day time limit, according to the
submitted has been voided.
4thin 30 days and reapply for a new permit at
instated. A new plan review fee will be charged
fter, please contact our office at (772)
Avenue in Fort Pierce.
FI
i
1 1-1
4�
1
. . . . . . . . .
. . . . . .
:1:1:1
�j-f-
I
I I t 11)16 fi�
I F
i
17
I
I i
I I
I I
i
VQJI
I
LL
P lk
--------------
LEL
T
J-4
M-IN-SET
BACIK P�EQ
I
I C�.Jpi SIDA -I
'CIS
It �-H-
I -7-1-F-T-
LL-
j-j
P
ega
-`O�RMIT NUMBER.
Installer Id License
Address'fhome _6�- [JXCAj!�_ 6W LD�- JJQ
0
being Installed
ManufaciurerX Length x width X I. -A
NOTE. 'If home Is a single wide fill out one half of the blocking plan
If home Is a triple or quad wide sketch In remainder of home
I understand Lateral Arm Systems cannot be used on any home (new or used)
where the sidewall ties exceed 5 ft 4 in.
Installer's Initials
Typical pier spacing
21 :�? I lateral
PERMIT woRK-SHEET
page.1 0r2
New Home Used Home
Home installed to the Manufacturer's Installation Manual
Home is installed in accordance with Rule 15-0
Single wide Wind Zone I I X Wind Zone III E]
Double wide Installation Decal 4 144-6'7
Triple/Quad Serial
PIER SPACING TABLE FOR USED HOMES
Load
beadng
capacity
Footer
size
(sq In)
16'x1T
(256)
18112'081/2'
(342)
20'x2O*
(400)
*22"X22!
(484)*
24'X24'
(676)*
26'x26'
(676)
1000 pst
31
4'
--- 6`_
--r—
--7"--
---T
150010)
.........
6.
7`
2000 ps
6-
8.
a,
2500 psf
7
8,
8�,
S, 00 PSI
a.
1
8,
3bUU PSI
81 1
81.
61
d, I
d.
interpolated trorn Hule 15U-1 pier spacing table.
PIER PAD I POPULAR PAD SIZES
I-beam pier pad size :J� Xx Pad Size
Perimeter pier pad size
Other pier pad sizes
(required by the mfq.)
FMDraw the approximate locations of marriage
wall opening's 4 foot or greater. Use this
symbol to show the piers,
ANCHORS I
4ft -5 ft
1 FRAMETIES
within 2' of end of h
spaced at 64" oc Me
TIEDOWN 5OMPONENTS OTHER TI-E—S1
Number
L ongit udinal Stab111r1n_Q De trice (kSD) Sidewall
Manufacturer ilt OLOL01 Longitudinal
Longitudinal Stabilizing Device wl Loral A Marriage wall
Manufacturer Sfiea��all
all marriage wall openings greater than 4 foot
1heir-pier pad sizes below.
Pier pad�,�'.
r�'. �^ 7
—X
30
PERMIT NUMBER
............ .
POCKET PENETROMETER TE
The Iboket penetrometer tests are roundej down to psf
orcheckhere-to declare 1000 lb, soil V 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.
3. Using 500 lb. ihorements, take the lowest
reading and round down to that increment.
X X . X—
TORQUE PROBE TEST
The results of the torque probe test Is Inch pounds or check
here if you are declaring 5' anchors without testing — A tesl
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 centerline tie points where the torque test
reading Is 275. or less and where the mobile home manufacturer may
requires anchors with 4000 lb holding 'capacity.
Installers initials
ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER
Installer Name MAI(e, )�--
Date Tested 7- A&
Electrical
:bnnect electrical conductors between multi -wide units, but not to th er
Durce. This-Ingludei the bonding w1re between mult-wide units. Pgl�
Plurnbing_.
onnect all sewer drains to an existing sewer tap or septic tank. Pg. 10-�
onnect all potable water supply piping water meter, watUr tap, or other
dependent water supply systems. Pg
PERMIT WORKSHEET
page 2.of 24'
Debris and organic rnate�lal r oved
Water drainage: Natural ��Swale I I Pad Other
Fastening multi wide units
F 'I'd Type Fastener Length: Spacing:
Vzlls: pe Fastener Length: Spacing:
Roof: Fastener Length: Spacing:
c red' or the �eak of the -roof and fastened
ov JAM paiv.
roofing nails 2" on center on both sides of the Spearerline.
For u homes . a min. 30 gauge, a" wide, galvanized me_tarstri
r u
will be
GWsket (wmtherpioctino raculmipe4l — '
I understand a properly lnstallod�ga 'P!!t
I cf L11 s, as ' Irement of all new and used
homes and that condensation, mo c opaa�nud buckled marriage walls are
a result of a poorly Installed or no q� R stalled. I understand a strip
of tape will not serve as agasket�
Installer's initla g,
r
Type gasket Installed:
Pg. Between Floors Yes
Between Walls Yes
Bottom of ridgebearn Yes
The bottomboard will be repaired and/or taped. Yes pg�,�
Siding on units Is installed to manufacturers specifications. N es; —
Fireplace chimney Installed. so as not to allow intrusion of rain water. Yes 4A
Skirting to be installed. Yes L,-� No —� = Im
as- L."
Dryer vent installed outside of skirting. Yi —�; NIA
Range downf low vent installed- outside of skirting. Y _NIA
Drain lines supported at 4 foot Interva Yes
Electrical crossovers protect
Other:
nstaller verities aH intormation given wan tnis permit worKsne
Is accurate and true basedon the
manufacturer's installation Instructions and or Rule 16C-1 & 2
Installer Signature NAM��� 11-P
-- Date � 10
I
VV
APPROVED PRODUCTS
FORTHE
INSTALLNrION OFNIANUFACTURED HOMES
MOMIA: I IONIE SAFETY 11110mcrs continued...
Dba Oliver,rechnologles, Ins.
P.O. 13ox i8/467
I lohenwald,,rennessce 39462'
MODEL A IDENTIFICATION
1055-181, Longitudinal Stabilizing System
11011, All Steel Foundation System
All Steel Foundation System
1101 1
1101 v I All Steel Foundation System
I l0lCVw
Wet Bracket
I l0ICVD
Dry Set Bracket
I I () I - W-CPC,k
Wet Set Bracket
I 101-D-ClICA
Dry Set Bracket
i iomwrACA
Wet Set Bracket
I 10 1 -D-' I'A CA
Dry Set Bracket
1055-14
Plastic Foundation Pad
1-055-10
Plastic Foundation Pad
1055-3
Plastic Foundation Pad
1055-23
Plastic Foundation Pad
1055-9
Plastic Foundation Pad
SPA 264-1
Plastic Foundation Pad
-f 1-18-4
Plastic Foundation Pad
1055-16
Plastic Foundation Pad
f
�-
6 1055-21
i��
Plastic Foundation Pad
1055-17
Plastic Foundation Pad
1055- 1.1
Plastic Foundation Pad
I o Ji 5 - "]?
I'lLstic Foundation Pad
1055-20
Plastic Foundation Pad
Pa.,% ised OYIN
I)ESCRIIYFION
20" (,alvanized steel pad beam clip
1, r 1(
0 ongitudinal bracing system
ire
wlsclua tubing in a cross "X"
pattern
Longitudinal Stabilizing System
Longitudinal and Lateral
Stabilizing System
Longitudinal Stabilizing & Lateral
Bracing System
Concrete Full System
Concrete Full System
Concrete Longitudinal System
Concrete Longitudinal System
Concrete rransverse System
* Concrete 'i-ransverse System
16" x 1699
16" x 16"
16" x 1899
16" x 18 V-s" (rounded)(2 sq. 11.)
19 Vz" -x 18 Vi" x 15116"
13 !/7" x 18 Vi" x Y",
13 Vs" x 26 V," x Y,11
17" x 22" x 1 1/311
1-0" :� 20" x 7/8"
17 VY' x 22 V,
17
2-1".x 24"
21.13"'x 29.'13" (rounded)
23 'Vi".x 31 Vt"
APPROVED PRODUCTS FI'LE COPY
FOR THE
1NS,r,kLLA"JFfON OF MANUFACTURED HOMES
�40131 1. E I 10NIF SAFETY PRODUCTS continued...
Dba Oliver 'rech nologies, fns.
13.0. Box 58/467
1 fohenwald.Tennessee 38462
,M.A.MNIUM
PIER LOADS IIN POUNDS BASED ON MOIL VALUES
I'ad Area
1,000 lb.
1,500 lb.
.2,000 lb. 2,500 lb.
3,000 lb. Remarks
Conflmuration
011. ft.)
soil
.40il
soil! soil
soil Max.
16" x 16"
1.77
1,770
2,650
3,450 4,420
5,310 5,310
16" x 16"
1.73
1,780
2,660
3,560 4,430
5,340 5,320
16" x 18"
2.0
2,()()0
3,000
4,000 5,000
6,000 6,000
3 '/.," (rowided)
2. o
2,000
3,000
4,000 5,0()0
6,000 6,000
18 W' x 18 Y211 x 15/16"
2.361)
2,360
3,550
4,730 5,910
7,090 7,090
1,4 y2" x 13 Vz" x
2.375
2,375
3,563
4,750 5,598
5,598 5,600
13 1/, " x 2 6 V,
2.4
2.375
3,563
4,750 5,938
6,400 6,400
17" x 22"
2.5
2,500
.3,750
5,000 6,250
7,500 7,500
1(r-s 20"
2.75
2750
3,000
4,125
4,500
4,500
5,500 6,875
6,000 7,500
6,000 7,500
8,250 8,250
9,000 9,000
9,000 9.000
-
:17Zi" ='
Y'l x.,21,2�,W' (rounded)
.3.0 -
.x 25 '/.z"
3.0
24" x 24"
4.0
.1,000
6.000
8,000 8,000
8,000 8,000
1. 13" x 29.13" (rouncled)
4.o
4,000
6,000
8,00o 8,0()0
9,000 8,000
23!/i"x31 V,"
.1.693
A699 1
7,047 1
8,000 1 8,000 1
9,000 3,000
PW CONFIGURATIONS
Pad Description
Pad Area
1,0'00 lb.
2j000 IN
3,000 lb.
- (Pyrainid Footer Conriguration)
(.qq. ft.)
soil
soil
Soil
(2) 13 14" x 24 lls"as a hascand (1) 20" x 20" on top
4.8
4,800
9,600
N/A
'I hi-ce (3) 17" x 22"
5.0
5,ow
10,000
NIA
I hree 13) 17 x 25
6.0
6,000
12,()00
N/A
-CAI, BOARDS
momiu, IDENTIFick'HON DESCRIFFION
0T I CB I 11,1-10c Cap Board I " x 8" x 16"
0 1'[ C 13 2 Ma.,itic Cap Board 2" x 8 x 16"
1,110 0:1P I-11.1arlIq wvrc totmi C-N-1 I I jiior (0)(1) with vithern.,4n9le or doid'do ;t.,ickLd cap honrd.q-
kc�ked 010.4
-k
LE COPY
La M
APPROVED PRODUU13
FOR THE
INS,rALL,vrION OF MANUFACTURED HONIES
'HE DOWN ENGINEERING
i,)oj Wheaton Drive
Wanta, Gcor,ia 30336
soil
Working
Ultimate
.M0DEL#
IDENTIFICATION
DESCRIPTION
Clas!i
Load
Load
M 1211-3/8"
(ial vanizcd.--\ tiger
4a
3,150
4,725
------------ —
�XIICIIUT—�
wiln asinglu U %.Ll.l;.
M 12 H-314"
Galvanized Auger
I/,IIx 48" rod, double head with
4a
3,150
4,725
Anchor
. a single 6" disc
IIV11607
Galvanized Auger
Vil' x. 6011 rod, double head with
4b
4,000
6,000
Anchor
a single 7" disc
IVI IT2
Galvanized Patio.Slab
Yoll x 10" threaded rod w/flat
Concrete
3,150
4,725
Anchor
washer and nut, double bolt
head
N-11 I J2
(1,11viinized Patio Slab
518" x 10" rod concrete anchor
Concrete
3,150
4,725
Anchor
with a double bolt head
1 vi I CS2
Galvanized Pitio
14" x Pstcel expansion bolt
Concrete
3,150
4,725
Anchor Boft
W"Redhead Sleeve Anchor"
double head
NI 1 AR2
Galvanized Double
Double head tension device
N/A
3,150
4,725
I fend Device (only)
w/bolt hole in the bottom of the
yoke
.\,I I.S2
QLlV-11IiZCd D0031C
DOUble head tension klevicc
N/A
3.151)
.1,725
1 lead S%vivel Adapter
with swiveladapter
50235
StabiNzerplate -.-,teel
Galvanized st"I 17 '//2" (width)
-113
-I,000
6,000
x 7" (side) x 13 Y," x 3 gauge
(thick . 105" 90" degree top
bend)
3 9 29 3
x 24" x 1.375"at top
Stabilizer Platel -
J
-Alastic
Revised 03A)";
I i
AN'ROVED PRODUCTS mILE COPY
FOR THE
INSTALLA'r[ON OF MANUFACTURED HOMES
HE DOWN ENGINEERING confinued...
5001 Zleaton Drive
Atlanta, Georgia 30336
MODEL 4
IDENTIFICATION
DESCRivrION
Soil
Working
Load
Ultimate
Load
r i'o "o v "
-----------
As'rm Standard Spec.
I 'A"x.035"t,alvanized steel
0
N/A
3,150
4. 7215
S t ra p =pitn g
D3953-91
strapp ng G- 120
i
NIGIZ13
Roo f Brac ket
Galvanized Roof Bracket
N/A
N/A
N/A
'I'D
Slotted Holt
2 W' x 5/8"
N/A
3,150
.1,725
TDE
Crinipill"), Seal
1.4 10" x 2.250"
N/A
3,150
4,725
59010
Longitudinal
L'yletal pads, bracket with
N/A
7,000
1
Stabilizatioti Device
hardware metal struts
L I'S 1)
59002
Swivel Strap
2.60" x 4.875' x 10 gauge
N/A
3,150
4,725
Connector
w/l 'A" x .03511
59003
Heam Connector for it
2.5" x 6.300" x 10 gauge beam
N/A
3,130
-1,71-5
3" 1-17cain
connector used with 59on
59004
Beam Connector rora
2.5"x 7.300" x 10 gauge beam
N/A
3,150
4" f-beam
connector used with 59002
59005
Ad * j. Beam Connector
2.5" x 9.350" x 10 gauge used
IN/A
N/A
N/A
tz)r up to a 3" dMINC.
kvith 59002 and grade 5 holtand
I-beam
flut
Loll fitildilial Helln
I � -
x 6 x '/," used as pair
NIA
N
N/A
Connector
With 59002
i0f)
1.011"ittidillill HCHIn
6" x 6 !/t" x 7,,auue Craino
-7 0
N/A
NlA
N/A
(.1,1111P
clarnp %vith eight (3) grade 5
holts'11711 1711ts
NU04ed 031'1)'4 10
AI)PROVED PRODUCTS
FORTHE
INSTALLA'rioix op MANUFACTURED HOMES
HE I)OWN ENGINEERING continued...
N01 Wheaton Drive
,wanta, cieurgia. 30336
HIE FOU.0WINGARE KIT NIJI III Its
DESCRIPpax
IDENTIFICATION
59006
Lateral (Vector) Kit w/pads for concrete
17.25" x I 1", 12 gauge oalvan ized
npplieations - sillgle stacked block piers
pad, part # 59277 w/mounting
brackets, hardware &* parts 59276
and 59282
59008
Lateral (Vector) Kit w/pads ror concrete
- tiouble stacked block piers
17.25" x 13.6", 12 gauge galvanized
upplications
pad, part # 59273 w/mounting
l?rackets, hardware & parts 59276 and
59282
59273
Double block foundations pad for concrete
Ilse with Vector System
59277
Single block roundation pad ror concrete
Use with Vector System
5907-4
Lateral (Vector) I. hardware Kit (use w/5927 1)
U-bolts, i'U" shaped connectors &-
inside brackets
50026
I.ongitudinal CSD Hardware Kit (w/59271)
6" x 6 Ys"" x 7 gauge beam clips, "U"
shaped plate connector, bolts and nuts
for connections
159314
Veaor Xi System
LongitudFinal Stabiliizing =Systcm
59315
Vector Xi System
Lateral Stabilizing System
Xi Concrete and Concrete Block System
LongitudinaliLatcral Stabilizing
System
.i9361
Outril--ers
39362
Outriurgers
2.1" Outrigger/Dia(yonal Strut
I � e V is c d 031 IN
NA
A
'A,
I . I I I
St Lucie County Building & Zoning
230OVircriniaAvenue
Z� .
Ft Pierce. FL ' )4982
OPY
Mobile Home Inspection Report
All requests for permits to place or replace used Mobile / Manufactured homesmust be accompanied by this
completed Inspection Report and copies of both sides o f the Title to the home,
All used Mobile homes must be Wind Zone 11 certified.
Owner: "J/Apt�kjA CK�it< -00-QP—Date:. 6 16 07
CP091.3 (Print or tpe) Aao
-r LOC 116' OLVAD rr P'WCC-' FL -
Address: TH 5—r
(Ph SICal LOU[= of Home)
Year/ Manufacturer
Serial# LAI�)��HUD Plate #—
Length_ Single Double Wind Zone_IF,
C In Compliance N =: Not in Compliance
Fire Safety / Electrical
I. Smo.ke Detector: Installed Missing'
2. Electrical System Checked: Exposed Wiring _Other
3. Distribution. Panel: Missing _Loose
Main Missing— Breaker Missing_
Unplugged Opening Other
4. Electrical Fixtures: Missin'g _ Installed Improperly_
Improperly Wired _ Loose Wire
GFCI receptacles not where required
5. Electrical Ground: Chassis _ Main Panel Gas Pipe
t,:% ised 319105
Paae I of
I
Construction
1. Exit Doors Operable: Front Back
Locks: Miss;
2. Exit Door ing Inoperable_
FILE -COPY.
Other
4. Windows: Broken Glass_ Inoperable_
5. Screens: Missing — Damaged—
C 6. Floor System: Joist
Decking Area Damaged
—C_ 7. Interior . Paneling: Missing Loose _ Damaged
—C— 8. Rodent Proofing: Bottom Board Pipe opening s ' Other-
9. Leaks Apparent: Ceiling — Doors — Floor Roof
10. Vertical tie -down st(2Ps: Missing — Short _ Damaged'
—C— 11 - Structural modifications since manufactured: 'YES NO -
—AL 12. Walls: Structurally Unsound _ Loose _ Weather tight
Plumbing
1. Trap: Missing Not connected Other
2. Plumbing fixtures: Missing Not installed Not Vented
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
1. Heating Applianic . es: Missing Not Connected Other
—C, 2. Deleted Heating/AC sy'stem: Not installed
Other
3. Thermostat: Missing Inoperable
Z� 4. Air registers: Missing Inoperable
5. Ducts: Not sealed— Missin
g_ C611apsed.
Page. 2 of 3
C6. Gas furnace Water heater vent: 114issincly
7
- Return Air: To Furnace. To A/C
8. Range: Vent_ Hood
Loose
From rooms
9. Gas Valve: Accessible Installed improperly
—4/,,1 10. Gas lines:
Summary
Not capped _Not supported _Kinked
Notbonded
FILE -Copy
4
1 - Is subject structure found to be fifty (50%) or more damaged or deteriorated? YES NO
2. Will a remodeling.permit be required? YES NO .
The provisions ofth.e repair and remodeling code.shall.ensurb safe and livable hou . sing 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
ited to, standards for structural adequacy, plumbing, heating, electrical systems, and fire and life safety. FS 320.8232
IF ANY RENOVATIO . NS 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-D O*WN IN ST. LUCIE COUNTY,
A SEPARATE PERMIT WITH ENGINEERING (IF APPLICABLE) WILL BE REQUIRED. ALL SEPARATE PERMIT�
MUST. OBTAIN A FINAL INSPECTION BEFORE A FINAL INSPECTION IS OBTAINED FOR THE T . IE-DOWN PERMIT.
NO MOBILE HOME W . ILL BE ALLOWED TO BE MOVED TO ST. LUCIE COUNTY OR RE-
LOCATED WITHIN ST. LUCIE COUNTY UNTIL THE REQUIRED DOCUMENTS HAVE"BEE'N
SUBMITTED, REVIEWED, APPROVED AND THE TIE -DOWN PERMIT HAS BEEN ISSUED.)
.A REGISTERED FLORIDA PROFESSIONAL ENGINEER MUST COMPLETET'HIS 60CLIMENT, SIGN AND AFFIX'
THEIR SEAL.
DAte inspected: (P 0.
Inspected BYJTLIV�5 6)=-�EE License #
Signature required
Phone.N umber. -J STEVRN G. WOOD, P.E. tplo I
Engineers Seal
FL LICENSE 34398
Paoe 3 of 3 950 SULTAN DR
PORT ST LUCIE, FL
@Guy
14S all
1974
WM95117170T,
REGwam Gww
DOMALD CIUMLI Copy
24529 WILD"M RD
ASTOR FL�92102
FILE
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OR VEMEL DESCowlas BELOW Is V�� IN
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STATE OF FLORIDA
DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES
DIVISION OF MOTOR VEHICLES
Neil Kirkman Building - Tallahassee, FL 32399-0620
Notice of Sale of Motor Vehicle, Mobile Home or Vessel
1"t - FILE C.40PY.
-Lion 319.22(2), Florida Statutes, provides that by filing this form, you can avoid any chil liability for the operatiort of ft sold motor vehicle, vessel or mobile orne in
It -
Jitioji to f7ling this form. we suggest you keep a copy of your bill of sale (we suggest it be notarized), certificate of title or other type of transaction document showing die
)jcle was sol;. Complete the information below, tear the top portion of this document at the perforation and mail to the address above or submit to your local tax
lector's office or license plate agency.
ave this -day of transferred by assignment of and delivered Florida Certificate of Title to:
ime: Purchaser(s) Address Selling Price $
J[�ER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING DOCUMENT AND THAT THE FACTS STATED IN IT ARE TRUE.
,Iler's Signature Co -Seller's Signal
)TE: THE SUBMISSION OF THIS FORM, ACCURATELY COMPLETED, TO A TAX COLLECTOR'S OFFICE, LICENSE PLATE AGENCY OR TO THE
)DRESS ABOVE WILL ALLOW THE TITLE CLERK TO UPDATE THE DMV DATABASE TO REFLECT THE TITLE RECORD AS"SOLD". HOWEVER, THE
VNERSHIP STATUS WILL NOT CHANGE UNTIL THE PURCHASER APPLIES FOR AND IS ISSUED A CERTIFICATE OF TITLE.
Is
El
-it 1, im �_ — m`rffi�s akior-imprison=11L
ODONMM CERTIRCAMON -�Tvdmal nd I Me kf�Ffl��n cottxtection with tmnsfer 6f owpersl�p. Failure to mmplete or proAd*4
2
Dot. Sol&.
7!-
blo�g is &ftd.
mWry Wit the odotwir reffing
7244WIN -,ODOMETERDISCREPANM
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sign wri,
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CAUTION- DO NOT CHECK 0 1.
hemut, =1_ms'= of the od ornaer statement blmks is cbocF=&
1 hemby cenify 0= to dre bm ftly. kd��, 2. 1 t=by emify thm t1w odo6 ontding ftAdP_e_p9ft0�M�
BOX IF 4qW
mpew Ebt, antont of miltage Ln WARNING - ODOAMTER DISCREPANCY.,
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Sign giri:
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Ut 1h,
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bed betin. unl�� tit� o".t� st-t—t blocks is d�ke&
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7
7
Longitudinal Stabilization for Florida
d bio
W h o n using longitudinal stabilization only, sidewall perimeter anchors with diagonal ' t.F I
every 5'-4" mu>t be, used on the home. Vertical ties are also required on homes suppi th rt (;a ie
nection points (per Florida regulations). E�
TypicNI
Placer,11ant
Single..Section // Double Section
Up to 16' NomirLAgl' Up to 32' Nominal
Triple -Section
or Double w/tag up to 48' Nominal
as longitudinal stabilization, systems must be as evenly spaced as possible, no
When the Xi-Sys.tern is used �j rly I
more than 16' froffikh�e. eof the home. maximum roof slope for singl,e units & double section is 5/12, for
triple section's is 3.5/12, for the above number of systems.
Combining Longitudinal and Lateral Stabilization for Fl-orida
Sidewall anchors with vertical ties every 5' 4" per Florida requirerrients
Roof slope of 20 degrees or less (See chart for 5/12 roof installations).,
Single and double section homes require the.same number of s�stems
Triple section homes and double section homes with tag units require two additional longitudinal systems
• Diagram represents single section up to 16' width, double section up to 32' width, and triple section homes
up to 48' width.
• NOTE: Older homes without -vertical tie attachments, require diagonal frame ties/anchors/plates every 5'-4"
per Florida regulations
Xi Block System Assembly
Nur, & Wa9her 0eat . n Clamp
t3racket
1-112" Tul7e
m 77.7.7.7777. 1-314" Tbbe
4 - 114"x3l
3elf 'rappirig Ocrew.9
(2 ver 5ide)
Side View
r �� ITIE
DOWN
ENGINEOUNG, I
Longitudinal and Lateral Stabilization for Florida
Xi Lateral di lizer Plate & Diagonal
# Xi Longitu nal Xi Longitudinal System Stabi
"Only" System "Only" System with Lateral Strut Combo ID Frame Tie
Homes Up To 52 , VC,
E> Cl D JL F-> I T <1
T I
A
I E>
�M
Singi ' e Double Section Triple Section or"Tag
Up to 16'Width Up to 32' Width Up to 48' Width
2 Combo Systems 4 Combo Systems 4 Combo Systems
2 Lateral only 2 Additional Longitudinal Xi Piers
Homes Over 52', up to 801
IN
AM
M
4111gir,
Up to 16'Width
2 Combo Systems
4 Lateral Only
<3 E)
SAM
Double Section Triple Section or "Tag"
Up to 32'Width Up to 48' Width
4 Combo Systems/2 Lateral Only 6 Combo Systems/2 Lateral Only
Note: 5/12 roof pitch home requires 2 additional systems.
6 lateral systems up to 52', 8 lateral systems up to 80'
167
I
20, 1
W
M
t-
C)
Installation of Longitudinal System (Figure 1)
Adentify the number of systems to be used on the home using the chart provided. mILE COP"'
2. Identify on the location where the longitudinal systems will be installed.
3. Clear all organic matter and debris from the pad site. . ' Y
4. Place pad centered under beam using the centering mark imprinted on the pad.
5. Press or drive pan into ground until level and flush with prepared surface.
6. Slide Xi -System pier feet into slots in pad so that the Xi -system pier is centered under the I-beam.
,d .7. Raise telescoping extension post to contact the bottom of I-beam, secure with bolt provided, tighten
bolt nut. (Figure 1)
8. Turn hex nut on pier height adjuster until Xi -System pier is rigid between pad and I-beam.
*9. Install Gator Beam clamps ta I-beam on each side of the Xi -System pier. Do not tighten nuts at
this time. (Figure 2)
10. Connect struts (open side down) to each side of the Xi -System pier using the U- bolt provided. Struts are
attached to the upper hole in each pier leg and to the flanges on the beam clamps. (Figure 1)
11. Tighten all nuts and bolts on the struts and beam clamps. ,
Installation of Lateral System (Figure,3)
1 Assemble lateral strut by sliding smaller (1 -1 /2") tube into the larger (1 -3/4") tube. Holes should be on the
sides of the larger tube and the "flag" up on the larger tube.
2. Attach the end of the smaller tube to the inside of the pan using u-bolts and nuts provided.
3. 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)
4. Install a minimum of four(1/4"04') self -tapping screws int6 the holes provided in the lateral strut so,that the two
tubes are connected together. (Figure 1)
(Figure 1)
Longitudinal
3truts
13olf
Pier 5as
Foundation,:
13ase Pad
......... ........
J-1301t
(Figure 4)
Height
Adjuster 0-Y
Pier i3age
Extension
P0.9 t
mm Clamp
OraGket
(Figure 2)
Frame
5
i0racket
1-31411 -Me
4 - #12 X I"
Tek,5crews'
(2 per elde)
Lateral.9truts
1-112" Tube
All Components Hot 6alvanized. Coated
q1; t
(Figure 3)
0
n
9
Or Xi -Steel Pier System Effective: August, 2007
Installation Instructions FLORIDA ONLY
By Tie Down Engineering
. Aw
Installation instructions for longitudinal and lateral stabilization of manufactured homes set to specifications of the
State of Florida.
@ Easy installation
3 square foot pad and Xi -system replace standard support pier and base pad
Screw type pier adjusters... no need to use installation jacks. to adjust home to
Steel Pier Systems P/N's
#59321 Xi, 12" Pier
#59314 Xi, 25.5" Pier
#59317 Xi, 36" Pier
#59315 Xi, 5' Lateral Strut
#59318 X!, 6' Lateral Strut
Block Pier Systems P/N's
#59319 Xi, Lateral w/5' Strut
#59320 Xi, Lateral w/6' Strut
REQUIREMENTS
Installation can be made in any type of soil, 413 or better
Florida requires 5' 4" anchor spacing for vertical ties
4' ground anchors are used with the Xi -system in 4A and 413 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 are not for use on "Exposure V homes within 1500 feet of the coastline
Installation instructions are based on 4200# per pad longitudinal load and 6000# per pad lateral load with
one diagonal tie/stabilizer.
Additional vertical anchor ties that are unique to a home's design may be required by the home
manufacturer. These locations include shear walls, marriage line ridge beam support posts, apd rim plates.
P/N 15386
STYLECREST
THE 43`2 WIDE
A popular, mid -sized fiberglass step with fUll 29"' platform.
Twin railings recommended.
'THE 48" WIDE
Part#
Rise- r
Height
Overall.
Height
Landind
Depth
Width
Standard
Rail No.
Deluxe
Rail No
Standard
Back Rail,
Deluxe
Back Rail.
.018162948
8.
16.
29"
48"
02129
029 . 129
0248
02948
0.17212948,
7"
21
29"
48"
02229
029229
0248
02948
018242948
81'
. 24's
29"
418"
02229
029229
0246
02948
<'0�1 72,32=948 7"
28"
29"
48"
02329
029329
0248
02948
i018322948
81.1
32"
29"
48"
02329
029329
02,18
02948
:!017352948
7"
35"
29"
48"
02429
029429
0248
02 . 948
j018402948
8.
40"
29"
48"
02429
029429
0248
02948
Till E 7 W I I'D` E
E16 ant approach with full,72" wide step and 29" deep platform for use
With 7sliding glass and.fre!"nph doors. Twin railings re
commended.
THE 72" WIDE
Part it
Riser
Height
Overall Landing Width
He'ght
Standard
Deluxe
'A x
Depth
Rall INO.'
Rai
017142972
. 7"
f
14" 29" 72"
02129
029129
2 9
018162972
. a.
16" 29" 72"
02129
029129
2 9
017212972
7"
21 29" 72"
02229
)2
029229
2 9
0113242972
24- 72"
02229
029229
v,jgIz77�_282972
7"
28" 29" 72"
02329
_9
029 329
11
018322972
all
32" 29" 72"
02329
029329
'329
017352972
7"
35" 29" 72"
02429
029429
9
018402972
all
4oll
29" 72"
02429
029429
%.d.dNow
STYLECREST
THE ECONOMASTER
Our most popular straight approach fiberglass entry steps.
Affordable, attractive, and durable.
THE ECONOMASTER
Part #
Riser
Overall
t
_dnh -
Landing
Depth
Width
p I
�tandard
Rail No.
Deluxe
Rail No.
018162436
all
16)'
24"
_th
36"
02124
029124
018242436
8"
24"
24"
36"
02224
029224
017282436
7"
28"
24"
36"
02324
029324
018322436
8"
32"
24"
36r
02324
029324
018402436
all
40"
24"
36"
02424
029424
018482436
all
48"
24"
.36"
02524
THE ECONOMASTER DISPLAY UNIT
This step is designed with built-in handles for easy moving
between models on your retail display lot.
THE ECONOMASTER DISPLAY UNIT WITH HANDLES
Part #
'91ser
I-haight
Overall
Pelght
LaWing
Dep1h
'Plidth
Standard
Rail i
F NO.
Deluxe
Rail Mo.
0' "2424'
918242436WHS
all
�4"
24"
02224
029224
01 7282t
017282436W�18
10 t
D 1
18322436WH13
L017352436WHB
5
018402436WHS
7"
81,
7"
81,
28"
32"
35"
140"
----------
24"
24"
24".
24"
36"
36"
36"
'36"
02324
02324
02424
02424
029324
029324
0294247
029424
C: Avala&aty, j-.�C_
m�lym
OF
C7
STYLE REST.
FE
THE SIDE APPROACH
Use this full
3831 x 38" or
the 38" x 48"
landing.with
reversible railing
when you prefer a
parallel approach.
r
Code approved in
most areas
38" x 3811 Pictured
with Deluxe Rails
Note: Side & Back
Rails must be
Ordered Separately
,Model#
.131ser
Overall
Landing
Width
Standard Deluxe
Standard
Deluxe
Height
Height
Depth
Side Rail
Side Rail
Back Rail
Back Rail
017143838
7"
14"
3811
38"
02138
029138
0238
02938
018163838
8"
16"
38"
38"
02138
029138
0238
02938
017213838
T,
21 "
38"
38"
02238
029238
0238
02938
018243838
8"
2 . 4"
38"
38"
02238
029238
0238
02938
017283838
7"
28"
38"
38"
02338
029338
0238
02938
018323838
8"
32"
38"
38"
02338
029338
0238
02938
017353838
7"
:35"
381,
381,
02538
0294387
0238
02938
018403838
8"
400'
38"
38"
0214,98
029438
0238
02938
018483838
8,,
48"
318"
38"
N/A
029538
N/A
018163848
8"
161,
38"
48"
02138
029138,
0248
02938
01 a2'13848
81,
24"
38-
48"
022J13
029238
02948
017283848
7"
2B"
38-
48"
02,48
029,18
018323848
80
02338
029338
0248
02948
017353848
7"
32"
38"
48"
02338
029338
0248
02948
018403848
a"
35"
38"
48"
02538
0294387
0248
02948
40"
381,
'181,
02436
0294�38
02,18
02948
As space conscious as it is cost conscious
32)7 wide with a 14" landing
ECONOMY STEPS
Part #
Riser
Overall
Landing
Width
Stadard
Height
Height
Depth
Pall No.
018161432
8.
16"
14"
32"
02114M
018241432
811
24"
14"
32"
02214M
018321432
8-
32"
14"
32"
02314M
Not available In all locati6na
'THE "S" SERIES
* 12" D x 36" W Treads and 18" D x 36" W Platform
* 3" Closed Cell Risers
* Optional Aluminum Rails
* Open Back
Part#
Height
Rail Model
018161836
6"
02118
018241836
24"
02218
017281836
28"
02318
018321836
32"
02318
, av
N-,�Ud A)WaWt� FY," ,,d Z�U,,j o C1 I jaga 110C,9
C7 S
STYLE RE To,
F1 mYDURA GARIP 11" STEPS tiLE PvOp
High Performance Design, Materials and Construction
Most people know us as the leading manufacturer of high performance
skirting. But Style CresO 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.
111gh Performance Salety Surface
Our Dura-Grip II'm 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 Crest" 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 Crest" with code requirements for your area.
Customer Sizes Available
Style Crest" can manufacture steps to unique specifications. We can
design & build a variety of sizes and Styles. Contact Your Style Crest'-�
representative for details.
pft—I'T'd Spi�ldvr. "Z,med W dw
The Side Approach step shown with Deluxe
Railing. Note: Side & back rails must be ordered
separately. Use #0238 Standard Back Rail or
#02938 Deluxe Back Rail.
The Economaster shown'Nith Standard Rail.
The Gconomaster Display UnilMiown with Standard
Railing and handle.
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[a � CMU PIERS ON BEARING PADS (a-), 4'CENTERS
00 = GROUND ANCHOR 4'LONG w/ 6" -DIA DISK; STRAPPED TO MOBILE'PBEAMS @ 4'
12'x 6 F SINGLE WIDE MOBILE UNIT
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NO INSIZEC-1-104
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IBUILVING UNIT ENVELOPE
G1
A ALL i:�DATION C.ONSTFWCTION, MATERIALS,AND INSTALLATION SHALL Sr;
13E IN ACCORDANCE WITH ALL AP-PLICA15LE STATE AND LOCAL CODES.
(o -M I L VA R2/R 071�RR �5R oN aRP ukD
C. TIE -DOWN STRAPSJO SE 1-1/4'xo.35 TYFPE--I, FINISH S, GRADE I ZINC COATED
STEEL STRAPPIW-s'CERTIFIED 5 A 'REGISTER ' E6EWGINEER. OR ARCHITECT AS
HARDWARE
CONFORMING WITH ASTM D3W3'.13I.- TIE-DOlaNSTRAft AND C4*1NECTING
SHALL HAVE 3150 L58 MINIMUM WORKING CAPACITY.
D,.THE DISTANCE TO THE FIRST TIE -DOWN STRAP FRom.END WALLS SHALL NOT EXCEED 1/2
MINIMUM SPACING INDICATED.
E. INSTALL 5 . LOCK FIER ON EACH SIDE OF ALL EXTERIOR -DOOR OFSNIW---S
(MANUFACTURER'S RECOMMENDATION ONLY - OPT16NAL WHEN NOT SHOWN SHOWN1
ADJUSTMENT MAY 5E REQUIRED TO INSURE OPENA1131LITY AFTER INSTALLATION
OF 15UILDIWs. IS COMPLETE.
f. THIS FOLksIDATION SYSTEM HAS 5EEN DESIGNED FOR.USE IN -FLOOD ZONES.
G. DESIGN LOADS'- FLOOR LIVE LOAD: 40PSF, ROOF LIVE LOAD: 30PSF, WIND SPEED:� 140r
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CONTINLIED
I ,(> i 6 R- LOCATIONS (TYP)
F, I
MODULE
MODULE WIPTH-'A'
PIER TO EDGE13
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AM FLOOR JOIST (TYP)
I F.T. SYP 'PLATE'
FIER (TTF) &W O.C. MAX
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MEETING 20M PSOMIN
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'FEVEN G. WOOW, ji];
FL LICENSE 34398
950 SULTAN DR
PORT ST LUCIE, FL
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