HomeMy WebLinkAbout23-7356N
Zephyrhills
U
Issue Date: 12/14/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
1! 1': 1111! J! 11 1111911ill"ITIMPIII III Jill! 111:13111 111 1111 1 111111 1111 111 IIIIII!IIIjj' Jill
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.
If
ONTRACTOR SIGNATURE PE IT OFFICE
�*-JERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO-
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received w Phone Contact for Permittinj 813-714-1476, ext. 2
➢ 1 1 1 9.. 1. 1...®_. oil ➢ 1 _1...1 1 1 1 1.. H..
Owner's Name Sixth Avenue LLC Owner Phone Number _
Owner's Address 917 W. Washington MS 31 3 Chicago, IL 60607 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5552 Annette St. Ze h rhills, FL 33542 LOT# 53
SUBDIVISION �IxthAVenue PARCELIDk I 12-26-21-002B-00500-000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8 ADD/ALT SIGN 0 DEMOLISH
LdINSTALL REPAIR
PROPOSED USE SFR a COMM OTHER
TYPE OF CONSTRUCTION O BLOCK 0 FRAME J STEEL Mo II Home
DESCRIPTION OF WORK installation of new mobile home with electric, plumbing and AC connection.
BUILDING SIZE So FOOTAGE 665 HEIGHT
BUILDING $g0 000 00 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $2,000.00 AMP SERVICE 150 t� PROGRESS ENERGY W.R.E.C.
DUKE
PLUMBING $
1000.00
a
MECHANICAL VALUATION OF MECHANICAL INSTALLATION
.00
OGAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1.3
BUILDER µ�_�._, COMPANY E BSI LLC
SIGNATURE e REGISTERED Y/ N FEE CURREI Y/ N
Address f 3 d La eland Hwy. Dade City, FE 33525 License # I IH/1025370
ELECTRICIAN COMPANY Electric G'VOrk
SIGNATURE REGISTERED Y / N FEE CURRE� �Y/
Address €3010 US HW 441 Leesburg, FL 34788 License# Fu 13005476
PLUMBER COMPANY tBMI LLC
SIGNATURE REGISTERED Y ! N FEE CURREn Y ! N
Address �Oldeland Hwy. Dade�Clty,FL IH/1025370
License # IH/1025370
MECHANICAL COMPANY--lan'i ric',AC R Heat'nq Services
SIGNATURE` REGISTERED Y t N j FEE CURREF - Y / N
9931 Old Lakeland H Dade Clt FL 33525 82036
Address `�`y� y: �� License # �' "
OTHER COMPANY
SIGNATURE REGISTERED Y t N EE cuRREn Y t N
Address License #®�
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (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 wl Silt Fence installed,
Sanitary Facilities & 1 dumpster: Site Work Permit for subdivisions/large projects
COMMERCIAL 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
SIGN PERMIT 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 (Plot/Survey/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 IMPACT/UTILITIES 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, WaterAA/astewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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 stern 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.
[MV41111711140MIRSIM
T(FS 11703)
OWNER OR AGENT
Subscribed and sworn to Or affirmed) before me this
by
vVh o Fs/are personally known to me or has/have produced
asidentification_
Public
Commission
Name of Notary typed printed or stamped
Subscribed and sworn to foF affit _BAjadMefpif/me this
11 il 7/23 by J BookWvh_o,s,are personi4y`*own to me or hasthave produced
a,,oentjfica1,ron
otary Public
Commission No HH 414581
Angela L. Davis
;DA
ANt 3 ELA L' VS
COMMISSION # HH 414, Al
Name of Notary type September ir go 0
ANGELA L, DAVIS
MY rOMMISSION # HH 414581
�-:PIRES: September 29,2027
INSTR#2023205509ORBK10920 PG2819 Page 1 of 1
11 /22/2023 11:54 AM Rcpt: 2645990 Rec: 10,00 DS: 0.00 IT: 0,00
Nikki Alvare:
ZT17=4
NOTICE OF CONIMENCEMENY
Pasco
aadapter 7 1:1. FlarMa Sliames,
the tj pMvid*dn IM ROOM CA C(InVINIVICAMOM
Dadzilipaon Of praperry pwcqo 14"aekstion No, -(X)28-0050D-0000
$treat Ad&et%: 2.k- 3_9345 Olt, A" Za 540 Slw 5
Ay!�ffl% F L �33552
2 Genwal 0twipilon d Irnprv�wnonk
J.Owor Infortrodion of Lcsee- in-- it the Less" e0000("d for the ar"PrWW'"""
Sixth Avenue LLC
City to
M�I=11
NOWA 01 Fee Sargft T4k4-Wcc:
(it dffi.,A
Cary
Contracts LLr,- L2M�W �Bo,,*01�___AIK102.5370
_ _
_nj
Marna 9931 Old Lakeland Hwy
—
-----------C3>3de Gi
Fl.
Qd-W6W--
city
(,aninhoos Tmtephordt Na. 813-7141476
& Suaity
Name
ctty
Aaldmss
Ta"hor* No
Anwum of
Name
Atgdrost
""heal " ""'a" doewnems nay be
aer"d as jyooad ble
7 pa,3qns N41hin the Siam of FWM des. mt- DY the aRoo"Q�
S,da)n 7 13 13(1 t(a)(?Y F lordlk 5t0hAOS'
am
Address — - — - - ---------
4 in a0dilkv, 10 b-Iletf, 'he ;,vmer ftS'Q"%'qS
9 Expwatim dale of Notire of Cwwrar`r"rt`rs {fh* 4)piremn date May p" be before the complojon of CQqUt,..-Faq and &,,&I Payment IQ the
co(wiclat out '111 boom year fwm ltt" date of -acordkv braes a daweni date is S00CA60)
WARNING TO OWNER ANY PAYMENTS MADE By THE OWNER AFTER THE EXPIRATION QF THE NOTICE Oj.' COMMENCEMENT
GFIAPTER 113 PART I SECTION713 13- FLORIDA STATUTES, AND CAN
ARE CONSIDERED IMPROPER PAYMENTS UNDER 0 yOUR PROPERTY A NOME Of COMMENCEMENT MUST OE
RESULT IN YOUR PAYtNG LANCE FOR iMPR(MMENT5�7 NDT01MITAt INANciNd.coNsuiT
C�WORX OR RECORNh,
"k 'l,"Y R COMMENCEMENT
RECORDED AND POSTED ON THE S11C REFORC T"t I" STINSPFCTION IF y0i
NTH YOUR (fNDER OR AN ATTORNEY OFf ORE COMMENCiN
and jr�at 1ho lees led Idefc- are true tit rhO D01A
Lf-det Pek'*KY 01 P-'"'Y- I dedbft " nave reed the �0eilo"V 0("rc'o Ile-
of'"Y kn':rMedqe and
-3F Ft,C)RICIA SYATF
nouN`ryofP/W
Ttm 10'ewrq swo"Iedge" oefoe me th,ts
Pwwoal y Krcrwo is1 Q-R
Type of plod�N*'j —
� 8 A
1
9
� S
9
t
0
ALL WORK2 tit E RI '\�.<fy4'
CODES"��,. � i ' e e� �: 2 f e 3 N G ` i" r� Q G�. �-�.
b+* e» � was a .... ,u. ��'. � 6 . �. k a. >�..� i a �4ry.... � w.+ ., ,
}, in Et gj t t'lf E Q
' @ } Q
`afi��iS "� { S= 9i> E: t i� I c:
'a ii C � ,ems. �"� ,t. ,nL�h«. p Cam.
Site: -- - Sian.Sire: (Drain: k3-000153
I LLC
Sixth Avenue, Lot #53 14' x 50' CC
9931 r)1q
Add. ; sca a. Da-.e: Lakeland Hwy.
Zephyrhilla, FL 33540 1/16:1 11/6/23 A10 Dade City, FL
33525
8' 6" i--1 5'-6"--
Btd
BEDROOM
i Th
LIVING ROOM
TV
A
VL� T' I TV INS
TV
KITCHEN
p,,A
BEDROOM r f
4
6'1'H AVE
SERIAL #: FL239-000-H-AOI 3337A
MODEL #: B525-AA
Lo'r #: 53
39345 6TH AVE, ZEPHYRHILLS, FL 33540
ELS
50'-0'
uffm��
DRAW BY: ECS Wa Nf-47#
DATE:10/24/2023 IROOF
4—� SHEET OF
WNUMB DESCRIPTION H3 MODEL NUMBER DRAING ER
— Eduardo
5014-2CK I ��'ke N -- yl 14-04301-06Q
............
.n reference to serial # FL239-000-H-AO13337A
1230 SW 10th Street
Ocala, Florida 34478
Ph (352)-629-7571
Model # B525-AA
LOT 53, 6TH AVE,
38345 6TH AVE, ZEPHYRHILLS, FL 33540
Skyline Corporation, hereby certifies this home was built to comply with the Current
Wind.Lone 11 requirements of the H.U.D. Manufactured Home Construction and Safety
Standards Act at the time it was manufactureV..
If we can be of further assistance in this matter, please contact us at the number listed
above.
Jose h E. Gilmore
Sales Coordinator
6TH AVE
SERIAL #: FL239-000-H-AO13337A
MODEL #: B525-AA
LOT #: 53
39345 6TH AVE, ZEPHYRHILLS, FL 33540
1' MAX--' -770-1,4 77_0#4 1' MAX.
— - — - — -- -- — - — - — - — - — - — - — - — - — - — - — - — - — ---
- - — - — - — ---- — - — - — - — - — - — - — - — - — - — - — ---
770# 77-0f,
PER POINT LAYOUT (PIERS 0 I —BEAM & CENTERLINE WITHOUT PERIMETER FOUNDATIDN� I R5 REQ'D UNDER SIDEWAH PORCH COWMNS,
PIER POINT LAYOUT (PIERS 0 I -BEAM & CENTERLINE WHHOUT PERIMETER FOUNDATI N) Pjf_R POINT LAYOUT 2
NOTE: ALL U-nUTY DROP MEASUREMENTS ARE APPROXIMATE.JT—aTACT MANUFACTURING DIVISION FOR LOCATIONS.
17p-- �mpl� __ULe f —__j 2D WA!-i_ PIER uEaQ) T_s MA-flNG LINE COLUMN SUPPORTS
SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL
-,)FTABLE 6 , FIC. 10 TABLE 5 , FIG. 9 TABLE 5 , FIG. 9 & 10
UTHIS DOCUMENT IS SUBJECT 10 CHANGE WITHOUT NOTICE OR OBLIGATION. FOR PROPER SETUP AND SITE
RlSTALLATION REFER fO THE INSTALLATION MANUAL.
ALFOUNDATION
I 6 ASPECTS OF -IHE FOUNDAON CONSTRUCTION ARE PERFORMED ON -SITE AND ARE SUBJECT TO THE
RE UIREMENIS OF THE LOCAL AUTHORITY HAVING JURISDICTJON.
3) THE PIER SPACING SHOWN IS SUGGESTIVE ONLY. THE ACTUAL PIER SPACING, AND FOOTING SIZE 13 TO BE
DETERMINED BASED ON THE ACTUAL SITE CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL BEARING CAPACITY.
REFER TO THE iNSTAIJAION MANUAL FOR FURTHER DETAILS, MAXIMUM PIER SPACING AT MAIN BEAMS IS TO BE
0'-0" ax. STAIE OR LOCAL INSTALLATIONS REQUIREMENTS MAY BE MORE STRINGENT.
4) ALL DIMENSIONS MUST OF VERIFIED BEFORE FOUNDATION CONSTRUCnOtq IS STARTED,
I
mm
DESCRIPTION I CHO MODEL NUMBIM
I
5014-2CK I Mike Nagy — Eduardo
mmmmm�1
I
Installer: 13Fd8I, LLC
;7
NO I
N__ I
Manufar,turer Lenq
th x width
JVGT'E* aaii:EE:
"' home Is a Sin -We VVIde fill out one half of the blockin-q
lf h0m0 is a or quad ded WIC10 5, 'Plan
k0 d 9ch In YOMainer,of home
I unrstanLateral Arm SYstems-cannot be used -on any home (nel,,
where the sidewall ties 61ceed 5 ft 4 In, or used)
Typicat Pier spacinq Installer's initials - BB
21 11
Show locations .of Longitudinal and Lateral Syr.te ms
(Use dark lines to: show these locations)
,!f""d'21 hQM8 W RUIZ& i5r,
POM11 Number:
New Home
Date -
Date:
El Used Home Year
Ye
HO-e.installed
a r Built
Built:
to the Manufacturer's
Inst at 15 li, n P
Installation Manual
Home is: installed accord,, Aa
Park Moce with R ule
d Rule �i f,-c
Single wide
Wind Zone if
p
Double VAde
W
Fj A Wind Zone Ill
Installation Decal
)
TriPle/Quad
n Serial 9
PIER SPACING TABLE FOR
USED HOMES
I�beam'pler padsize, ___ _17�5 X 25.5
Perimeter -Pier Pad: size
----------
011herPier-pad sizes 16 x 18
(reQuired by the mfg.)
Draw,the Doors Windows
OPProximate 10cations-Of marriaAe
or greater. :Use this
sYmbOl-to show-theplers.
List, all marriage wall onaninq
and their Pier Pad Mzev bel . s Weaterthan 4 fool
ow.
Opening Pier Pad size
Sir=
Lon Wfudinal Stabilizin" D8vjcp'rg_SD)
Manotac.lurer Oliver Technologies
tGn-aftudinal St&bjjjzjn_q jj�sv'rce
4MWW&u(WZ1— Oliver Technologies
C:gi�
4ft x 5 it
within 2'of end Of home
sPaced at 64" oc
CIEREii�
Sidevvall Number
Longitudinal
Marriage wall
Shear�;alj ..
mmm�K
The packet Penetrometer test$ are rounded
Or check heto declare 1000 lb, soil I devirrto, 2000 psi
2U00
POCKET PENETROMETERTESTlmr- WiETHOI)
i '1 1 T "
1 Test
h eter of In- home
et
_ T_est the PenTneiter of the home at 6 locations.
2- Take the reading at the depth of the tooter.
Using Sao 1b. jhcremen!��, teke the lqvic�;tot--
an r d_
Ffeadingand.
ME
Em
x 2000
tGTqUe;Prober--t,est is 276
0 inch POundsor check
Pounds or less will I roquire� 5 foot ancho ' A -test
rs.
410 r May GE3 in, ailerS rill,
ALL Tr=S71_-� RgUS-C Wg; PgRil=ORMED
Installer Name Larry lilt_ SJ Booker
Date Tested
Connect electrical cnd"clurs between Mull,-wid units, but not to thjrtaln
source This includes the bonding wire between lm�l ult-wde units, pg. Power
Connect all sevver drain-, to are existing sewer tap or septic tank- Pg,
Connect all Potable water supply PIPIng to a -
independent water SAAPPIV Syskems_ P,_q So ex'sting �water� meter, water taP, of other
LIP02 -- 04j23t12
M MW
Debris, and organic material Farnoed
Wolter diafnegg: fqature, Swale
Floor:
Wall%
Roof
ip
MOO n, nailsait 2,, an -anK e ' th gaiv-
on: oth 81 es at the dine,
ProPerly inatallod'gqSket is a requirfarnent of all "ekw anc, used
hotne,s and.-Ilhat- Mold, meld6w ac
end bukled marriage Wells
ol'Jjd:gaskit bding are
Installd. I' UndeTitiand a strip
of -tap: vW11 nbt-serve as a ge
askiat-
Installer's initials BB
Typegasket p.d1yurelihane
P9_ Installed-
'BeWeen Floors Yes-ber, X
Be Wells '-es
X
Bottom Of ridge heam Yes X
Skirth'910 beinst3ifed. Yes X No
2.rYer Vent installiad:xmitside jofskir.tjng yes X
31719e.,di2iWriffbw verjt.in�talhi� NIA
Dumn lines SUPPoded azA-fdc . liQUI-side -ofskirting. yes MIA
pectrical 'Intervals. Yes
Other Yes X
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
PATENT# 66341 SO & OTHER PATENT PENDING
I
I -Transverse Arm, I -Beam Connector
I -Transverse Arm, I -Beam Connector
Part#1101-D-TACA -IT'
Part # 1101- W -TACA not shown
ae ar Model # 1101 IVY"
Model # 11�1 T 1J ,
Florida approved 4' ground anchors may be used in all locations except where home manufacturers specifications for sidewall
straps are in excess of 4,000 lbs. These locations require a 5' anchor. Per Florida code,
C = GROUND PAN / CONCRETE FOOTER OR RUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 - Wax 2" 1 /2" carriage bolt and nut)
E =TELESCOPING V BRACETUBE ASSEMBLY (1.5" TUBE BOTTOM AND 1,25" TUBE INSERT) OR 1.5" TUBE
F ="V" BRACE [-BEAM CONNECTOR ASSEMBLY
H =TELESCOPING TRANSVERSE ARM ASSEMBLY
I =TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 - 1&1x 2" 1/2"carriage bolt and nut)
J =V PAN BRACKET (connects with grade 5 -1/2"x 2" 1/2"carriage bolt and nut)
I -Transverse Arm, I -Beam Connector
D - Pan Transverse Connector
/ Concrete Transverse Bracket
C - Ground Pan
Concrete Footer
E -"V" Brace Tube (1.5")
- Pan V Bracket /
Concrete V Bracket
Part# 1101 D-CPCA
Part # 1101 W-CPCA not shown
Model # 1101 C "V„
Page 3
Revision 08/23/18
PATENT# 6634150 & OTHER PATENT PENDING
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MODEL 1101 "V" SERIES ALL STEE FOUNDA 5A 8)
L TION SYSTEM -PAN & CONCRETE (revision — —
FA'l
44�
000 2 "42 --P
STATE OF
,"Is It its s
I -Transverse Arm, [-Beam Connector
D - Pan Transverse Connector
I -Transverse Arm, I -Beam Connector
m*m,m-o'mm
Part# 1101-W-TACA not shown
Florida approved 4'ground anchors may be used in all locations except where home manufacturers specifications for sidewall
straps are inexcess of4,0VV|bs.These locations require a5'anchn:Per Florida code.
C=GROUND PAN / CONCRETE FDOTEKVRRUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 l/2^x2^l/2^cm,,imgebolt and nut)
E=TELESCOPING YBRACE TUBE ASSEMBLY (l5^TUBE BOTTOM AND l.25^TUBE INSERT) DR1.5^TUBE
F=^V^BRACE !-BE&MCONNECTOR ASSEMBLY
H=TELES[oP|NGTRANSVERSE ARM ASSEMBLY
|= TRANSVERSE ARM |-8EAMCONNECTOR (connects with grade 5 l/o^x2^//Z^caningebolt and nut)
]=VPAN BRACKET (connects with grade 5'l/2^x2^1/2^carriage bolt and nut)
o Pan Transverse Connector
/ Concrete Transverse Bracket
Ground Pan
Concrete Footer
`w Pan vBracket /
� Concrete vBracket
= ~_
-� ~~
-�
Parmnwo-CPC^
N
Mj.�H'MlSi
[Fk
7 -7-
wil
Aww
Careful attention to a few basic details will insure that your vinyl skirting
will provide a beautiful, easily installed, completely accessible exterior
with a minimum of maintenance. Vinyl skirting is easily installed over
any terrain, requires no special tools and never needs painting. Following
these basic installation techniques will assure that our skirting will
contribute to the beauty of your home's exterior.
Hammer - Screwdriver,, Snips - Plumb Bob or Level e Tape Measure
Power Saw with Fine Tooth Blade a Snap Lock Tool * Chalk Line
- Utility Knife
Important
1) Use either a power saw with a fine tooth blade mounted with reverse rotation, or
aviation Snips to cut skirting components,
2) To allow for normal expansion and contraction, fasten the Top Trim Back
component(s) in the center of the nailing slots. Fasten positively to the surface of the
unit at every slotted hole, leaving 1/2" between lengths. Do not butt the ends.
Overlap the Top Trim Front component(s) approximately I " at joints. Allow 1/2"
between pieces of the Bottom Channel component(s) when installing.
3) Do not dtive thefasteners too tightly. Nails or screws offer excellent holding
power, but if driven too tightly, the vinyl can, under normal expansion and contrac-
tion, become distorted. These fasteners should be driven in the middle of the nailing
slot just short of touching the Top Trim Back component(s), Nail or screw to achieve
3/4" penetration into a solid wood substance. Fasten to allow part to expand and
contract during the normal change in ambient temperature. Do not fasten tight,
Allow 1/16" gap between fastener head and part,
Top Trim Front
Component
Figure I
�0, 8?( " " 0(
W( 8h 0( 0(01 ` 10(
Rivlil
Nhr
Figure 2
Figure 3
Figure 4
Figure 5
M
Step 1...
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 -shifting base for the ground spikes, 9" asphalt roof starter
should be installed around the home. The roof starter also reduces the possibility of the
vin il si lini I d,
WiF WW"W.4_0
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
comers, 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). 1
Note: in high wind areas; where ground below the unit is spongy; or where ground is
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 11-im 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 (see figure 5). Do not fasten tightly! (see fastening instructions on front
page.) Do not cut To Trim Back components at the corners. Gently bend over a
sharp edge of a cutting table or a similar surface to form a corner (see figure 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
A snali locY t*ol is usei to punck lQckjng ta�s on the -,&Yts4e '#ottom edge of caefr-skirt-
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 Skirting
Using aviation snips, cut the panel to fit around the connection. Cut the panel from
the side — not from the top or bottom. Keep snip points open as if cutting cloth to
avoid cracking panels.
Proper installation of manufactured home skirting requires
that the Top Back component be fastened loosely so the panel
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
must be kept away from the panels or damage may occur.
Figure I I
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
Step 4...
Installing the Top Trim 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
Front component all the way into the Top Trim Back component until maps"into place.
Each of the 15 pieces of the Top Trim Front components in the trim kit are notched 2"
on one end (seefigure 12) to permit overlapping. Overlap ends of adjoining Top Trim
Front component(s) approximately I ".
Cutting Additional Corners
If inside corners are needed, trim strips can be easily cut with aviation snips to form
attractive comerjoints by cutting a 45' mitre on adjacent ends and butting. If extra
outside corners are required (for porches or add -on rooms), notch the trim strips as
shown (see figure 13), bend around the corner and snap into place. Allow at least Yof
trim strip on each side of the comer.
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
C
VINYL SKIRTING PROTECTOR
V-Guard Installation - (if applicable)
Installing the V-Guard Component
V-Guard Vinvi SkiiLlji 2LIatadaL=-inonent(s� installs, f-.,qQJJv hv
P-1
I
T-plrd.Nw Snap In
(Y�irrir,) __
Figure 12
Hand Bend
snapping the bottom edge 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
STYLECREST 0,,945.4,,40
Yu,N_stylecrestoroducts.com Printed In U-S.A Co Copyright 2012 02/12 3G6133014