HomeMy WebLinkAbout21-2700IName: SIXTH AVENUE LLC
Address: 917 W Washington Ms 316
CHICAGO, IL 60607
Mobile Home - Mechanical Fee
Mobile Home/Park Model/RV Setup Fee
City ofZeyrhills
5335 Eighth Street
oeM
Zephyrhills, FL 33542
)BILEHOME-002700-20
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 09/13/2021
5536 Jennie St 12 26 21 002B 00500 0000
Permit Type: Mobile Home lContractor: BMI LLC
Class of Work: Mobile Home (Replacement)
Building Valuation: $49,100.00 1
Electrical Valuation:
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $49,100.00
Total Fees: $200.00
Amount Paid: $200.00
Date Paid: 9/13/2021 10:36:49AM
$45-00 Mobile Home - Electrical Fee
$65.00 Mobile Home - Plumbing Fee
T v . t nMit7lgMra
-na IF tonal Aerr
entities such as water management, state agencies or federal agencies.
CA.
$45.00
$45.00
-=I 1301112=5
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
0
AL
PEVIT OFFICE
PERMIT EXP�IRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
BILLING CONTACT
LARRY BOOKER
BMI f
•
ZEPHRYHILLS, FL 33540
[A
INVOICE
DATE
INVOICE DUE DATE
I
INVOICE
DESCRIPTION
�
INV-00004506
i• 1 !
09/01,i
� -
•
REFERENCE NUMBER
FEE NAME
TOTAL
MOBILEHOME-002700-
Mobile Home - Electrical Fee
$45.00
2021
Mobile Home - Mechanical Fee
$45.00
Mobile Home - Plumbing Fee
$45.00
Mobile Home/Park Model/RV Setup Fee
$65.00
5536 Jennie St 12 26 21 002B 00500 0000 Zephyrhills, FL 33542 SUB TOTAL
$2QQ.00
REMITTANCE INFORMATION
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
TOTAL $200,00�
September 02, 2021 5335 8th Street, Zephyrhills, FL 33542 Page 1 of 1
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received •� " $13-714-14i6, ext. 2
/ , ) Phone Contact for Permittinq
ara�ta,3 �y..v,..nrrvssv a o11ie xr�aa rse
Owner's Name Sixth Avenue LLC Owner Phone Number
Owner's Address 2 N Riverside Plz, STE 800 Chicago, IL 60606 Owner Phone Number—�
Fee Simple Titleholder Name F—n Owner Phone Number----�
Fee Simple Titleholder Address
JOB ADDRESS 5536 Jennie St Ze h rhills, FL 33540 LOT# 19
SUBDIVISION Sixth Avenue PaROELID# 12-26-21m002B-00500-000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL 8 REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL Ile H 171e
DESCRIPTION OF WORK Installation of new mobile home with electric, plumbing and AC connection.
BUILDING SIZE 16' X 56' SO FOOTAGE � HEIGHT
BUILDING $45,000.00 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $
1,000.00
PLUMBING $
800.00
MECHANICAL $ 2,300.00
AMP SERVICE 150 PROGRESS ENERGY W.R.E.C.
DUKE
,r'7 �T
VALUATION OF MECHANICAL INSTALLATION � l if
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES IS
�1
COMPANY
_..__REGISTERED
931 Old Cakeland Hwy. Dade City, FL 33525
i COMPANY
®— REGISTERED
8010 US HW441 Leesburg; FL 34788
COMPANY
F REGISTERED
581 N Park Ave. #1538 Apopka FL 3270
�l, COMPANY
J�4f•'� .,. REGISTERED
PCi Box 1266 Nyrna Beach, FL 32170�
COMPANY
REGISTERED
11/111/11/11111111/11/111/llil
BIVII LLC®
Y/ N J FEE cURREN Y I N
License# IHI1025370
Electric Works
Y 1 N J FEE CURREN Y_/ N
License # EC 13005476
A Better Plumber inC.=
Y / N� FEE cURREN Y / N
License# CFC1427645
F Air Techs Of VOILIsia LLC
Y / N_J FEE CURREN Y / N
License # CAC 1815110
Y / N FEE cURREN Y / N
License #
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms, FLO-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PlobSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement,
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
11111114Z 1 R1 Ill L#3L*3 ;J I I LAU 0 21Z F-1 0 0A 10 UMSM 0
0 0 A , A ,
I :r_lvj I I" I PITH"; I IC 11916 1 U :tolvjL711:40 I I sZLtffA*J m zou gs] I W
DA JURAT (F.S. 117.
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who �is/are personally known to me or has/have produced
as identification.
Public
Commission
Name of Notary typed, printed or stamped
Subscribed and sworn
8/4/21 by
Whois/are personally
Wffirmed)fbefore me this
W BJ Booker
to me or has/have produced
as identification.
Notary Public
Z o rii-m—ii s sl!S No. H' _55655
___T_mofhy John Kocher
Name of Notary typed, printed or stamped
TlMCTt-,y jOi-,14 KOCI-ER
Notary Public - State of Florida
Commission 4 Hr 155655
My Comm. Expire.- ul 19. 2025
son ceC rcugn Nancra; Naa Assn.
INSTR#2021132355OR BK10378 PG331 Page 1 of 1
06/24/2021 08:17 AM Rept: 2317978 Roo: 10.00 D00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
NOTICE OF COMMENCEMENT
Floda Pasco
3,
the bkWno italiormflon Is Provided in Ibis Nofte d
ae 211-0116,10-
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NOW "31 Old Liskajawl (Iadjs
FL
Adftss
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pwoans vole an the $jolt of Flodde "OWWOO by It's oNl1#CuPm whom rWJ0W% 0w 'Rho' dwAmm"to be S*rv#4asWe"ided by
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Leslie Register RVP
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TVy of IdentirKmion Pfedw-ad Name Wool)
SUSAN L. KOWAL
MY COMMISSION # GG 911739
EXPJRF-$. Oftbar 12,2023
Bonded Thro Notary POW Uniterwitant
w4pG"w4
Parcel I
Classification
Mailing Address
SIXTH AVENUE LLC
C/O MHC OPERATING LTD PTNRSHIP
2 N RIVERSIDE PLZ STE 800
CHICAGO, IL 60606-2682
addrggses
ZEPHYRHILLS, FL 33542
39345 6TH AVENUE,
ZEPHYR 4
12-26-21-002B-00500-0000 (Card: 1 of 2)
02800-Pkg Lot (Comm)
Property Value
Assessed
0
Non -School
School
$2,584,100
$2,612,576
-$0
_$0
-$0
_$0
Legal Description (First 200 characters)
axable Value
Taxable
$2y58p 100 $2y6 12p a76
See Plat for this Subdivision
Warning: A significant taxable value
increase may occur when sold.
7EPHYRHILLS COLONY COMPANY LANDS Click here for details and info. regarding the posting of exemptions.
PB 2 PG 16 THAT PART OF TRACT 4
LYING WEST OF RR IN THE SWI/4 OF
NE1/4 AND THAT PART OF TRACT 5
-YING WEST OF RR AND ALL OF TRACT 6
IN SE1/4 OF SE1/4 OF NW1/4 AND
TRAC[...]
Jurisdiction
CITY OF ZEPHYRHILLS
Community Dev District
N/A
Land Detail (Card: 1 of 2)
_ine Use Code Description Zoning Units Type
Price Condition Value
I 0210C RMHPCL3 Trailer Park OOM2 135.00 UN
$21,505.00 0.85 $2,467,699
2 0220M RRVPCL3- RV Park OOM2 4.00 UN
$26,500.00 1.00 $106,000
Additional Land Information
Acres Tax Area FENIA Code Sinkhole
Neighborhood Code(s)
Status
13.38 30ZH X None Reported
RRVP - RMHP
ear Built
1967
Stories
1.0
Exterior Wall 1
Concrete or Cinder Block
Exterior Wall 2
None
Roof Structure
Gable or Hip
Roof Cover
Asphalt or Composition Shingle
Interior Wall 1
Masonry or Minimum
Interior Wall 2
None
Flooring 1
Cork or Vinyl Tile
Flooring 2
None
Fuel
Gas
Heat
Forced Air - Not Ducted
A/C
Window Unit
Baths
2.0
Line Code
Description
Sq. Feet
Value
I BASO1
LIVING AREA
1,924
$24,102
2 CAN01
CANOPY
100
$376
Extra Features (Card: 1 of 2)
Line
Code
Description
Year
Units Value
1
CDWC
CONCRETE DRIVEWAY 1954
200
$99
2
CSHUFFLE
SHUFFLEBOARD
1967
1,600
$600
3
CCANOPY
CANOPY
2005
1
$408
4
CPVCFSF
PVC FENCING (SF)
2017
3,972
$10,268
5
CPVCFLF
PVC FENCING (LF)
2017
285
$1,072
Sales History
Previous Owner:
MERKLIN BRYAN
A & MERKLIN NANCY L
5506 5507
#132 #133
536 Jennie Stree-1-i
Clayton 16'x 561
Lot 7
15AV
Lot
Lot
18
17
7.11'
MODEL #CEJ i 6S63AH
DRAWING # CE-SO 1 7-56-2
SER=VIME DROP LEGE4o
in
-28L--9 -1/-
0 r r<
17"
C nj
"D
—L2
TYPICAL FRAME SUPPORT PIERS
84b SOFT (WO '60tIC:3
N/A SOR. IW/QPT� MRC.4jpECtSS -C6q6M
0._.�12E444 1413 1581 1750 �086 1425
____fF-V 7/30/2020 12-46 PM jFp_-UM� plE RS 95
LZ
Manufacturer N
—MA4in2— Length x Width Ate"
I undeTstand Lateral Aym*r�temscanncltbe used an any. home.(new-or used)
where the sidewail ties exceed 5 ft-4 In.
Tvpicai pier spacing Installel's Initials BB
_
Permit Number: Date-
NewHome El Used Home yea, Built:
Home installed to the Manufacturers installation Manual
Home. is- installed accoxiance with kule If
Single wide P Wind Zone 11 FA Wind Zoneill C1
Double Wide 0 Installation Decal
Triple/Quad 0 Serial #
Doors / Windows
wall-'everithas-4-46at-or greater. -Use this
Opening Pier Pad size
Longitudinal Stabilizing Device (,LSD)
Manufacturer H011118-Pride
Manufacturer
Horne Pride
PERMIT NUMBER PERMIT WORKSHEET
'Jill
POCKET PENETROMETER TESTING METjon
1- Test the Perimeter of the home at 6 locations-
2, Take the reading at the depth of the looter,
3- Using 500 lb
' increments take the lowest
eadling and round dow� to that in
ILUI; Grement.
X 2000 2000 :-2000
rcheck
"010' Asjate�gjpproved lateral arm anchors,
anchors Wstenl -isbeing used and 4. ft
anchors,- arsallOwedat�iho-sidawall-locatibrlr-- Lundersjj;Aw�fift
are r !red. at all- center.f
reading is 27nur 1esA and v . ine � VePOirits -Whal t-he.-torqus,thst
. vhere thitn;6-fi- It
tequires anchors With 4436616,hojdl;�. '- ille- Orris Manufacturer may
capel
-- —B Installers initials
ALL TESTS pAUST SE li
Larry W, zRFC)MIJ By A LICIENSrzo
Installer Name BJ EI-clker INSTALLER
Date Tested
.0iiii—
Connect electrical conductors between Multil-Wide
, = L
This includes the bonding wire between rril but not to the Main Power
Z P
units, pg.
_widb
e un,M. g
Connect all sewer drains to an existing sewer tap or septic tank-'Pg,
Connect 311 Potable watgr supply
independent water u' Piping to an ex
pplysysterri pa—Rifill ter-Wate
Itlaw �111. =_
Debt and ;11pnio
W.t is in 31 rerill
Id 'I.. Nal a Swale x Pad
Other
I und3ratand -a
homes and
'that conde Jill Is a retWiF06mient 6f,elp n
ni..'nift ew qq
'in rizat dill, eld,
a rtjd� .- - I:arfd bucki used
go"tbAi " installed.' ed Martnaga Its are
Mt rill �a-Strip
a�gask
Installers initials BB
TYPa'gasket P61YU1101hane ins
Pg-
• Floors Yes, here x
• -Wells Yes x
Bottom Of fidgebearill Yes
'Th 0 re
8 tlNd tSad6Ua�nq(Cj1tu
Sidth
I net t
y in.
w Yes
In
Ma
Installer Slanal 2
1j
A SAFER
Pla �aee
HIGHWAY SAFETY AND MOTOR VEHICLES �
'�nll�it�as FA�a�ida 3�399-0
WWW-MLSMV.gov
We Wsh to acknowledge receipt of your specifications and test results certifying
i
Based an the information submitted to this bureau, the following product is listed
for sale and use in Florida when the installation instructions shomdng the way the syste
was tested, are provided, at installation skes. i
Idigntification
HP LDS Longitudinal and LaterW StabilWng System
IJames N IIMII�G il} ll�l;l,
Field Services Manager
Bureau of Dealer a' e* Services
Manufactured }t Section
® S rice ° nle ity - Courtesy ° Profession ° .Lw-rnvadon
An Equal Oppcs y EMPIO er
4 1 1
NOTE: if one or more of the following conditions exist contact a Registered Professional Engineer.
• Location is within 1,500' of the coastline.
• Pier Height exceeds 48".
® Roof eaves exceeds 16",
• Sidewall height exceeds 96".
• Length of home exceeds 76',
REQUIREMENTS FOR USE
1. The use of the Lock Down Anchoring System requires sidewall vertical ties at no greater than 5'4" on center,
2. Centerline anchors to be sized according to the soil torque conditions.
1 Sidewall anchor loads in excess of 4000 pounds requires a Yanchor.
4. Sidewall vertical ties can use 4' anchors in soil type 4B.
Facing the home
LEFT CORNER
S, Homes requiring 4 Lock Down Anchor
assemblies require the longitudinal
and lateral strut on each anchor. All
struts must be installed towards the
center of the home.
6. Homes requiring 6 Lock Down Anchor
assemblies only require longitudinal
struts on the 4 corner positions. The
two center positions only require a
lateral strut. All struts must be installed
towards the center of the home.
0-�
Facing the home
CENTER
Lateral/Longitudinal
Strut
All
Facing the home
RIGHT CORNER
X
Facing the home
RIGHT CORNER
7, The placement of the corner systems should be at a sidewall vertical tie that falls no more than 11' and no less than S' from the end of the house on
each corner,
1. HOME ---<�>—P PRIDE E
*. " f
NUMI}ER OF LOCK DOWN ANCHOR ASSEM6LIES NEEDED.
Wind Zones 2 & 3 with roof pitch 6/12 or less.
• Single or Double section homes 30' to 52 in length (excluding hitch) 4
® Single or Double section homes greater than 52' to 76' in length (excluding hitch) 6
NOTE: Roof pitches greater than 6/12 will require additional systems, contact Home Pride, Inc. for assistance.
NOTE: Homes less than 30'— Lock Down System should not be used.
NOTE: Home manufacturers may provide a placement chart for specific models in their installation manual. The manufacturer's placement chart supersedes the
chart below.
ANCHOR ASSEMBLY PLACEMENT
Using 4 Anchor Assemblies
Lock Down Anch2rAggMb!ComRonents List
1,
Ground Anchor with Strut Attachment Cap
2.
Stabilizer
3,
Lateral Strut
4,
Longitudinal Strut
5.
Beam Clamp Assembly
Using 6 Anchor Assemblies
R
Lock QownAnehoe Assembl Installation Instructions
The Ground Anchor with Strut Attachment Cap will take the place of one perimeter anchor
and align with a sidewall vertical strap. install this anchor at a slight angle, not to exceed
15 degrees, This assembly includes a stabilizer plate that is installed with the anchor and
attached with a U-bolt and two nuts. The stabilizer plate should be driven into the ground
when the anchor is about 2/3 installed. Attach the stabilizer to the anchor shaft using the
U-bolt and nuts then complete the install of the anchor until the strut attachment cap is
flush to the ground or slightly recessed into the ground, no more than Y2". The Strut
Attachment Capshould be installed within or flush to the top of the stabilizer plate.
(See illustration to the right.) z��
NOTE: State of Florida allows a 2' pilot holes to be drilled to assist anchor installation in extremely hard soil conditions, If this process is used during installation
of the Ground Anchor with Strut Attachment cap the soil must be placed back in the pilot hole and compacted at 6" intervals. This process should take place
when the anchor is 8"-10" from fully installed — allowing room for the soil to be placed back in the pilot hole and properly packed.
:H:O �ME4'—�P�RD E 2.
once the ground anchor assembly is fully installed, attach longitudinal and lateral struts according to the diagram under anchor assembly placement (page I,). The
lateral arm fasteners are to be installed tightly (nuts and bolts). The Beam Clamp assembly has two holes for the bolt and nut placement. Depending on the width of
the beam, the corresponding hole should be used that pushes the front of the metal plate as close as possible to the upright of the beam. See the illustration on page
2, .45.
Lateral struts should be installed in line with the center anchor head and attached at the top of the I-beam,
Lateral strut angles must fall within 10 degree minimum - 60 degree maximum. Longitudinal strut angles must fall within 10 degree minimum - 50 degree maximum
breftal'.9 Rtnd
AM&MP41M
IM
anaftd.d %'A
BE
After the Lack Down Anchor Assemblies have been fully installed and all permiter anchors and straps fully installed and tightened --each strut has 4 self tapping
screws that must be installed as the final step, Predrilled holes are provided on the outer strut indicating placement. if the predrilled holes can not be accessed,
install the screws as close to the predrilled holes as possible - making sure they are tapping into the inner strut,
The Lock Down Anchoring System should only be used for homes in the state of Florida. This anchoring system is not designed, tested or approved for use in any
other state.
Contact Home Pride Inc. 276-466-0502 or at contactus@hganchors.com for any questions concering this product,
Legacy Engineering listing # 113
Notes:
PRODUCT WARRANTY
Home Pride warrants its Lock Down Anchor System (HP LDS) against defects in workmanship and material at the site of its initial installation, The HP LDS is specifically
designed and approved for use in the State of Florida, This product is not approved for use and should not be used outside the State of Florida. This product must
not be reused or reinstalled at any other location. If used in violation of this Warranty or not installed in accordance with installation instructions, all written and
implied warranties are void and disclaimed, HP LDS products which are found to have defects will be replaced or repaired at Home Pride's option. This Express Warranty
is limited to replacement of product only and does not cover any labor or installations costs When the product is replaced, all Warranty rights are extinguished. This
Warranty is only to the benefit of the original purchaser and is not transferable,
There are no other warranties (express or implied) whatsoever which apply to the HP LDS product or to items that are functionally part of the HP LDS product, Home
Pride disclaims any and all other implied warranties, including (but not limited to) warranties of habitability, workmanship, materials and fitness for a particular purpose
to the extent allowed by law and any implied warranty that exists despite this disclaimer is limited to a period of one (1) year from the effective date of this Warranty.
These limitations shall be enforceable to the extent permitted by law,
HP LDS products which are examined and are found not to be defective will be returned to user and all costs associated with examination of the anchor product will be
incurred by the user. The user is responsible for all maintenance of the HP LDS product including regular monitoring of stability and integrity of HP LIDS products,
For a warranty claim, contact your distributor or Home Pride Inc, at 15100 Industrial Park Road, Bristol, Virginia, 24202
_H0 M E4�'>,P R I D E
.............
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Figure 2
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Figure 5
Step I...
Laying the Bottom Channel Components
A level or plumb line should be used to establish the location of the Bottom
Channel. The taller backside of the Bottom Channel should be located directly
beneath the outside bottom edge of the home, where the Top Trim Back component
will be attached (seefigure 1). To prevent grass from growing around the base of the
skirting and provide a non-shiffing base for the ground spikes, 9" asphalt roof starter
should be installed around the home. Th Asuilki,71-W R+ &
virryl skirtin• ItgAtels bikfy1 rI -
WOU OU N 0 E ArAlwammets"M
Attach the Bottom Channel component directly to the ground through the prepunch
holes (seefigure 2). Spikes are required every 24 inches. ..extra holes are provided
in the Bottom Channel component for convenience. Another spike or a drift punch
may be used to drive spikes in completely. To allow for expansion, leave a 1/2" gap
between each section of the Bottom Channel component. To form clean, attractive
corners, the Bottom Channel component can be notched with snips (seefigure 3) an
then bent to the desired angle. (Attached to the ground as shown infigure 4).
Note: in higth wind are — I'll I - vw thepm : ; I RT"7mmnt
loose from recent excavation and has not yet settled, it is advisable to fasten bottom
channel to treated wooden stakes. For installation on concrete, use 3/4" masonry nail
instead of ground spike. "Liquid Nail" cement or other similar methods of setting a
fastener directly to concrete can also be used.
Step 2...
Mounting Top Trim Back Components
First determine where the Top Trim Back component(s) will mount on the lower part
of the home. The bottom edge of the Top Trim Back component can extend below
the bottom edge of the home if there is a solid support for nailing and a solid bearing
for the Top Trim Front component against the side of the home, It is helpful to mark
a line around the bottom of the home with a chalk line or other method to assure a
straight line where the Top Trim Back component is to be installed.
The Top Trim Back component is installed by driving the fasteners in the middle of
every slot (seefigure 5). Do notfasten tightly! (see fastening instructions on front
page.) Do not cut Top Trim Back components at the corners, GeDtly bend over a
charp edge of a cutting table or a similar surface to form a corner (seefigure 6).
If the installation is made in extremely cold weather, the vinyl should be warmed to
room temperature before bending. Warming will avoid the likelihood of cracking,
Step 3...
Cutting Top Trim Back Components
The Top Trim Back component is constructed with two parallel ridges at intervals
below the nailing slots (seefigure7). These ridges may be used to measure the
distance from the ground to the lower ridge. In cold weather, measure to the top ridge.,
In warm weather, measure to the bottom ridge. If the ground is level, several panels
may be cut at one time using a hand power saw. Remember, if a power saw is to be
used, mount afine-toothed blade in reverse position (seefigure 8).
Locking the Skirting Panels
ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom
Channel component. This feature assures retention of the panel in the Bottom Channel.
Note: When installing in a high wind area, you may also punch locking tabs at the
top of the panel for added locking strength.
Installing the Skirting Panels
Panel can be installed by setting into the Bottom Channel and leaning against the top
trim back. ' Lock the next panel as shown in figure 10. Panels should not be cut but
bent around corners as shown in figure 11.
Fitting Skirting Panels Around Service Connections
Cutting and fitting to virtually any shape or radius is easily done with Vinyl Skirti
Using aviation snips, cut the panel to fit around the connection. Cut the panel fro
the side — not from the top or bottom. Keep snip points open as if cutting cloth t
avoid cracking panels. i
Proper installation of manufactured home skirting requires
will slide freely in the nail slots. This can be accomplished by
leaving the fastener 1/ 16" to 1/8 " from the face of the panel.
The fastener must penetrate a solid surface by 3/4".
Do not place outdoor cookers near the vinyl skirting
because the heat will distort the panels. Any heat source
Figure 11
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
I 4
Step 4...
Installing the Top 1rim Front Component
The Top Trim Front component(s) installs easily by snapping the top edge of its
spring lock into the installed Top Trim Back component. Be sure to push the Top Trim
F-ront component all the way into the Top Trim Back component until it '%maps" into place.
Each of the 15 pieces of the Top Trim Front components in the trim kit are notched 2"
on one end (see,�gure 12, to germit over aa. v
Front component(s) approximately I
Cutting Additional Corners
If inside comers are needed, trim strips can be easily cut with aviation snips to form
attractive comerjoints by cuffing a 450 mitre on adjacent ends and butting. If extra
outside comers are required (for porches or add -on rooms), notch the trim strips as
shown (see figurebend around the corner and snap into place. Allow at least 3' of
trim strip on each side of the corner.
Easy Access
Access can be gained at virtually any point by simply lifting the Top Trim Front com-
ponent and sliding out the desired number of panels. Accessibility to the area under
the unit is available whenever desired,
Final Configuration
Please review the drawing to the right that shows how the components and skirting
panels look after installation is complete.
Figure 14
N,
V,
RI
VINY SKIRTING PROTECTOR
V-Guard Installation - (if applicable)
Installing the V-Guard Component
V-Guard Vinyl Skirtingt.
Figure 12
Nand Bend
Panel
z zQ
Pop Prim Rom sup In-saft—chd
snapping the -bottom e�ge of its spring lock into the Bottom Channel component, Be sure to push the V-Guard
trim all the way into the Bottom Channel component until it "snaps" into place. (seefigure 14)
Cutting additional corners
If inside corners are needed, V-Guard trim can be easily cut with aviation snips to form attractive corner joints
by cutting a 450 mitre on adjacent ends and butting. If extra outside corners are required (for porches or add -on
rooms), notch the V-Guard trim component, bend around the comer and snap into place. Allow at least 3" of
V-Guard component trim on each side of the corner.
Style Crest, Inc,
2450 Enterprise St.
Fremont, Ohio 43420
STYLEC-?=. 0,.94,.4440
wwwstylecrestproducts com Printed in USA Q Copyright 2012 02112 306133014