HomeMy WebLinkAbout23-7358Aphyrhills
17, 1"'it" 6"Nu
Name: SIXTH AVE LLC
III 1111"TRO 0 111 E
offflENINORNM
. ............
City of Zephyrhills
..... ... ... ..
Issue Date: 12/14/2023
5523 Eugene Dr
Permit Type: Mobile Home
Building Valuation: $90,000.00
Electrical Valuation: $2,000.00
Mechanical Valuation: $2,300.00
Plumbing Valuation: $1,000.00
Total Valuation: $95,300.00
Total Fees: $200.00
Amount Paid: $200.00
Date Paid: 2/6/2023 11:46:57AM
NIPPON 11111111111111111111111111111,1111111111111: p 11 IIIIIII!IIjI III 11111111111111111111 1 Mr
WaMIIII I q7M
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
7C NTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Ph... Contact for Permittinq 813-714-1476, ext. 2
It
1 1 1 1 1 1 1 LJ_L_L�� I I I a g I I I I I I I I I 1I I I I I . I I I I A I I a I
Owner's Name Sixth Avenue LLC Owner Phone Number
Owner's Address 917W. Washington MS 316 Chicago, IL 60607 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5523 Euqene Dr. Zephyrhills, FL 33542 LOT # 83
SUBDIVISION Sixth Avenue PARCEL ID# I 12-26-21-002B-00500-000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR L� ADD/ALT SIGN DEMOLISH INSTALL REPAIR
PROPOSED USE SFR COMM OTHER E:-
TYPE OF CONSTRUCTION BLOCK 0 FRAME 0 STEEL =
DESCRIPTION OF WORK Installation of new mobile home with electric, plumbing and AC connection.
BUILDING SIZE SO FOOTAGE 665 HEIGHT
BUILDING $ 90,000.00 VALUATION OF TOTAL CONSTRUCTION
&ZELECTRICAL 1$ 2,000�00 AMP SERVICE EE PROGRESS ENERGY W.R.E.C.
DUKE
&ZIPLUMBING $ 1000.00
[;�flMECHANICAL Is 2,300.00 VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS = FLOOD ZONE AREA =YES NO03
BUILDER COMPANY BIVII LLC
SIGNATURE REGISTERED L_Z_L N _J FEE CURREN LY 1 N
Addrea:A�Old Lakeland Hwy. Dade City, FL 33525 License# I IH/1025370
ELECTRICIAN COMPANY Electric \Norks
SIGNATURE REGISTERED L���
Address 8010 US HUW `-4?41 Leesburg, FL 34=788 T' License# [ �—C34
-
PLUMBER COMPANY BMI LLC
SIGNATURE REGISTERED L_YL 1 N FEE CURREN Y ( N
Adc]T5j_§51 Old Lakeland Hwy. Dade City, FL 33525 License #
MECHANICAL f\ COMPANY Flarninao AC & Heatinq Services
SIGNATURE REGISTERED YIN J FEE CURREN YIN
Address 9931 Old Lakeland Hwy. Dade City, FL 33525 License #
OTHER COMPANY I
SIGNATURE REGISTERED Y/ N FEE CURREN EY=
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 w/ Silt Fence installed.
Sanitary Facilities & 1 dumpster: Site Work Permit for subdivisionsilarge 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.
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 (PloUSurvey/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, Waten(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.
FLORIDA JURAT (F & 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by _
Who islare personally known to me or has/have produced
as identification.
tary Public
Commission
Name of Notary typed, printed or stamped
Subscribed and sworn to (o7 affJ:A,.edT6efa(Tme this
Bi �Book6r 11/17/23 by r
Who is/are persorwWr6own to me or has,1have produced
identification.
VIry Public
CommissionJ - 1No. HH 414581 diary
Angela L. Davis
Name of Notary type
ANGELA L. DAVIS
MY r0MMISSION # HH 414581
-xNRES: September 29,2027
INSTR#2023205511 OR BK10920 PG2821 Page 1 of 1
11122/2023 11:54 AM Rcpt: 2645990 Rec: 10,00 DS: 0.00 IT: 0.00
Nikki AIVEirez-Sowles ERq,c.Pasqq_Qqqntt, LqrkA��q!nptroller
wwgae !If,
UO'"CE OF COROWENCEMENT
State of Florida
�%�&% sweet wordar" Air cbaow?13, risands S—its-
Bad jalm," astaidAW I, itedyaead in INS Nance W COMMIWM"M�
—12-26-210028-MgQ—PW—Q—�
_Sdo-5523 Eu �Irww Dr. M q( ,83�
2� CAnevol Description of Impolatment
3 100,00'
Deaver Inflandistaim or Lessee Mtw"tIun 4 it* Lessee vaimWed W Van MVM-
riatth Avenue LLG --
-Qn&AQjL-- — JIL—
city state
Name of Fee Stmoll Titleholder
(ff dit-mr, " 01-1 let" —4)7
#IW1025370
Naive 9931 Old L2M���—
C4Y swig
Address
Cdo,tv,,, Tva,bem Na 813-714-1476
6 Sudety:
Name
A46ollat City
AintpumtofflIond 1 ewpho" NO
a Leodw
Name
ens
Co
Landws Tatephone NO'
pamons valran the State of Rodifft dash natinJ by 0w, Owns, Won InhOm mikes oj othic documents may be serted is pimialind by
Section 743 130max?). Flo'dastmulas
Attend"
in addiron 10 hvnsali the ^ag01 d.=aqnalo%
to,"yo a ropy of+e Liermr, Nofte as qfovkted M 501,10n 313 Haiti" Slalufts
9 FYsaaon dale ojNot>,e Of commumocinind Ove ewnaeon, date may no, he beyft Me ,Affdiatw of wboximm ancl linal Payraern 10 010
baond yes, don, the dale atrewilingunless 001it"Al Jai* rs sped"M
WARNING TO OWNER ANY PAYMENTS MAOF BY TW- OWNER AFTER rKE EXPAATION ()f THE NOTICE OF COMMENCEMENT
ABE RED NPROPPR PAYME C.ONSIDF wfS UNDER CWFTER N3 PART I. SECTION 713 13, FLORIDA STATUTES- AND CAN
,
RESOLT IN YOUR PAYNG T%NACE FOR FMpRQVEMFNT5 TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
EDANDPOSTEDONTAE JOaSiTtz BEFORE tHE"%,t*SPECTJQN IFYM INTEND TO OBTAIN FINANDW6. CONDUIT
51CO11 ', K OR RECC)FID'NG YOUR i'tOl"Ce Of COMMENCiRMENT,
I . VR LENDER OR AN AT'ORNEY BEFORE COWANCIN i ,
kywer eanaltyattaoidoy, t qec'are unat I 1"v read Ins kvew" laJlcv 0! )i�mv-Arurvaw and Pit kne #acts lived 04foln art mm ka Me hest
at my edge and heAid
S'ATE OF FI.ORIGA
C QUNT-Y FA 1�k�
Of f Less L411 es"!
Of 'Ca+
A
1m&!Q(@QMVn ASIRMOM 1,ais KiminMedr
(typt at ll,ilwty e 9
tnatybl peaf 0o babe" of M
per 0), Known 0 pfod-.d Ide.-wc,~ C] Nl Vall
SUSAN L KOWAL
ION 4 HH421 97
? ')ctotL�r 12, 2027
JKIUA
W M1
o pi 3 ° `„i':€i ty i,?;., L:.
#k E., Lam.= .,.:
ttti
Man Dame Size: DrawE: Sob $:
Site: '
Sixth Avenue, Lot 83 14 ` x 54cc 23-000156
i
Add, Scale: Da:e; Flood;
Zephyrhills, FL 33540 1/16:1 11/6/23 No
9931 Old
Lakeland H
TVo
A
KITCHEN
R/ A
BEDROOM
-2 1 -8"1---i
6'F14 AVE
SERIAL #: FL239-000-H-AO13339A
MODEL #: B525-AA
1,0'1'#: 83
39345 6-1'H AVE, ZEPHYRHILLS, Fl, 33540
15'
uzmlm��
1230 SW 10th StreM
Ocala, Florida 344
NMI Ph (352)-629-7571 1
Date 10.24.2023
In reference to serial # FL239-000-H-AO13339A Model # B525-AA
LOT 83, 6TH AVE,
38345 6TH AVE, ZEPHYRHILLS, FL 33540
Skyline Corporation, hereby certifies this home was built to comply with the Current
Wind Zone 11 requirements of the H.U.D. Manufactured Home Construction and Safety
Standards Act at the time it was manufactured.
If we can be of further assistance in this matter, please contact us at the number listed
above.
Joseph E. Gilmore
Sales Coordinator
61'H AVE
SERIAL #: FL239-000-H-AO13339A
MODEL #: B525-AA
LOT #: 83
39345 6TH AVE, ZEPHYRHILLS, FL 33540
11' MAX.-
PIER POINT LAYOUI (PIERS 0, I —BEAM, & CENTERLINE WITHOUT PERIMEIER FOUNDATION� I RS REQ I D UNDER SIDEWALL PORCH COLUMNS.
0 I & CENTERLINE WITHOUT PERIMETER FOUNDAR N) PIER POINT LAYOUT �29TACT
lC AA
PIER POINT LAYOUT (PIERS -BEAM
NOTE ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE.
MANUFACTURING DIVISION FOR LOCATIONS.
DIVISIC)NS
F= aVMALL_2lEE_5_V?2_02_TS ilt li�� SUPPORTS
L
2SIOUGARCREEK
1MA All
l
SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL
233WMMAS CYry
TABLE 6 FIG. 10 TABLE 5 , FIG. 9 TABLE 5, FIG. 9&10
I)OTHIS DOCUMENT IS SUBJECT TO CHANGE WTHOUT NO'IICE OR OBLIGATION. FOR PROPER SETUP AND SITE
—
235 =INTO 2
SAN p
-
I
D BY, ECS
vm
ZONE 391-.471
INSTALLAMN REFER 10 THE INSTALLATION MANUAL37
SUBJECT To THE
ioODLAND F4
P4
DATR tO/24/2023
ROOF —
2DJ
I
,�ZJAALL ASPECTS OF THE FOUNDAFION CONSTRUCTION ARE PERFORMED ON -SITE AND ARE
X
2890CALA
ZONE
REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JUMSDICTiQN.
241LBOLA
SHEET
OF—
T'iE PIER SPACING SHOWN IS SUGGESTIVE ONLY. THE ACTUAL PIER SPACING, AND FOOTING SIZE 15 TO BE
DETERMINED BASED ON THE ACTUAL SITE CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL BEARING CAPACITY.
243 LXNCASTER BOX LENGTH I DESCRIPTION CH8 MODEL NUMBER
DRAWING NUMBER
,�f'�REFER TO -mE INSTALLAION MANUAL FOR FURIHIER DETAILS. MAXIMUM PIER SPACING AT MAIN BEAMS IS TO BE
2�5MCMMNVWE
10'-0" ox� BE MORE STATE E OR LOCAL INSTALLATIONS REQUIREMENTS MAY E STRINGENT.r
- .
50'- 0' 5014-2CK I Mike Now — Eduardo
14-04301-060
installer: BMI, LLC License# IHIG25370
Address of home 1—
being installed
tio ( �'
sg.af
o
ManufaCturer Length, x width
NOTE: MhOMe Is a single bVide:fIll 02.19 one ftly of the blocking plan
I unde If home Is a tri0le, Or Quad wideSkOtCh in,
-cannot be used on anv home (new or used)
rstand Lateral Arm SYsteMS remainder of home
where the sidewall ties exceed 5 ft 4 In.
Typical Pier spacing Installer's initials E3B
------------
P'Ormit Number:
New Home
Used Home 0 Date: ----------
Year
Home
Bujjt:.2_()23
installed to the ManufaCturees Installation Afia...,
Home minstalled
Park U accordance with Rule
IN
Single wide
Wind Zone if
Wind Zone Ill
A 0
Double wide
0 Installation Decal
Triple/Quad
0 Serial #
PIER SPACIING TABLE FOR USED
HOMES
16" x 16' 18112"'18 22" x 2Z
(256) 1 1
1/2" GU2)
- mffirrc
I-beam Pier Pad:size
Perimeter Pier padsize
Other Vierpad sizes 16 x 18
(required by the mfo -----------
Dra- the, Doors / Window5
aPprOxiffialle I*Qalions�of marriage
0
I wat-OPerlinils 4.466tw Areater..:Use this
SYMbiol -to shovmars.
List.all marriage wall opening
and, their Pier- & Areaterthan 4 foot
Pad sizes� below. -
Opening Pier Pad size
Longitudinal Slabilll...
Manufacturer Oliver Technolog es
g
Oliver Technologies
L___LN �Ha F IS
4ft x 5ft
mg within 2'of end of home
Spaced at 64" oc
-Sidewall Number
Longitudinal
Marriage wall
Shearwall
INN130=
The Packet penetrometer test,
OF check -are rounded dovin'tO 2000
her" to declare 10W lb. soil withOLIttlBsting, Psf
2000 X ZO-0 0
POCKET 'EWETROMET-Eft TESTlrqlGMF _THOD.
-Test the Perimeter of the home at &jccatjons
ot
2- Take the reading at the depth of The faoter
r
3- Umng Soo lb, increments, take thQ.IQ
On d n
2000
r check
st
anchcr,,6re, allowd aj�th lem 4s�beijiq used..and
anchom- ee-sidewaljtdcajidns, I,,Understarld.5,,,t
- are-lequired,aj dtcerklehino:jjip.�.Oamis �VvbeTWthe'Aorque test
reading is 275 orjess�an dvhere-tho�jh-obija: hismls m
FeWinis anchors vvitfr4ll , 'b �jrlt�"rer may
E 3 B� Installers initials
ALL
11nuff PgP�FGRMeD BY A LICF-WsED MSTALLER
I nstaller Name Larry yv- BJ Booker
Date Tested
- I C
Connect electrical conductors- ■between mulit-wide units, ut�notto thip.Main Power
SOMce� This includes b
the banding wira between mult�wide units, Pg_
1E
Connect all sewer drains to an existing sewer tap or SePtir- tank- Pg,
Connect all Potable water supply
'r`dOPendant water supply s Pip'" to an existing water meter. water taM or other
ysterns . P9 SLJP02 - 041�23/12
01 MIMI
Debrisand organic rnaterial varric.,so
VVeter dralhaj_ M6turaj Swale
Pad Other
Floor: TYP9 Fastener: Lags Length: 9" Spacing- IZ'00 Rjalls-- TVpe Fastener Lags Lenijjh: -
of 12y' OC;
Wags Length-. 91, Spacing -
For -used �hOWBS a� Min. 30 gaUggi. Spacing 1z' Oc
vllill_be� centered ov'
bf8" Wida..-gaivanized Metal strip
er -the peak -t�e ruef-and fWA6ned vAth gaiv roofing nails,zit 2" an oenii:ir an boj� sides of the, canterline-
I -understand a Properly inatatilea
d gasket is a req homes an -that. it -
pi-Ment of all
Moldbw Q11V -no useci
no;gq§k6t bein And bUckled rnarriaq, walls are
oftapawllfdiGerveasa askelt '91 installed. t under�stand a strip
Installers tials BB
Typegasket %IyUyelihane
Installed:
BISWeen Fluoys Yes --her, X
Babileen VVells Yes X
r3ottem* Of ridgebeam yes
Yes
...........
nQ Yes X W/A
or. line 9 f0kirilingvas supporiod Is. -as
Electrical . ' - fi ta X NIA
Other r
1:31i id UDI.•11 G I
jz; o; "MMIR(Rili'M PG lit workshout
acQuIr'ste and ftue hmsed, an Rho
iinsilmr_illienr. and
Installer stan,%2ujr,
ate
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
Mg#2<< �01 " ff,$ERIES ALL 5TEEt--F*
PATENT# 6634150 & OTHER PATENT PENDING
FAil
0242 242
S
TATE OF
OR I Nz
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 110 1"W.(Steps 1'14)
LONGITUDINAL ONLY: Follow Steps 1-9
LATERAL ONLY: Follow Steps 1-3 and Steps 10-14
ENGINEERS STAMP
FOR CONCRETE APPLICATIONS: Follow �
qw�te��1�-7� ENGINEERS
1. SPECIAL CIRCUMSTANCES: /f the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437:
a) Pier height exceeds 48" c) Roof eaves exceed 16" e) Location is within 1500 feet of coast
b) length of home exceeds 76' d) Sidewall height exceed 96"
INSTALLATION OF GROUND PAN
2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C).
3, Place ground pan (C) directly below chassis I-beam. Press or drive pan firmly into soil until flush or below soil then install pier per
manufacturer's instructions or per Florida Regs,
SPECIAL NOTE: The longitudinal W" brace system may also serve as a pier under the home and should be loaded as any other pier.
It is recommended that after leveling piers, and one-third inch (1 /3") before home is lowered completely on to piers, complete
steps 4 through 9 below then remove jacks. NG' DINA RA 'M 'Model '1101 L 'IV")
NOTE: WHEN INSTALLING THE LONG DINA E N Y ' A M N MUM OF 2 SY EMS PER FLOOR SECTI
USED TO DETERMINE CORRECTT E FAN HOR PER Sol L CLASS F CAT ON F FIR BE TES READI
B S US E GROUND ANCHORS WITH DIAGONAL TIES AND
BE USED. IF PROBE TEST READ I NGS ARE E EEN 276 35 A4F T A H R AY BE ED. RTICA L I
STABILIZER PLATES EVERY 54 . . . . . . . . . . . . . . . . . . VERTICALTIES ARE ALSO REQU IRED ON HOMES SU PPLIED WITH VE TIE CONNECTION POINTS (PER FLORIDA REG.).
4, Choose one of the approved longitudinal tube installations; either Diagram A or B. Then select the correct square tube (E) length from the
diagram for appropriate pier height at support location or cut and drill 1 .5" square tube to achieve appropriate length,
PIER HEIGHT 125" 1.50" PIER HEIGHT 1,50"
�Pa r�t ±E
Diagram
5 |n�aUQ)ofthe1SO"squaretubesU�i�othe"U"bnac�tV),|nse�carriagebo|tand�avenut|noseforfina|m�ustnent
~P|ace\�eamoonneck�r(�|oose�onthebot�mOangeufthe|'beam. and loosely o� Slide h selected fasten 7(ForDiagmmAin�a|imtion} e\e�eec � � h I-beam connectors F) dfa��n|ooe|yw�hbo|Ls
' 8installation) At�chthese|e�edl 5"tubes(Btot e mcon o( an
vvhhbuhandnut�orDiag�m� ' -_ �� �
and nuts.
8 Repeat �epsOthmugh7toc�atethe"V"pa�ernnfthesquaretubes|ooa�yinp|aoe, secure �O,tube�using
� db |1s (For Diagmm�instaUaoonomKoecu
9 Using standard bolts, r .` .,~ ,.., ~, ____�=
� i pre -drilled �u�4 l/4�l4x3/�se��p�ng��ws in —
(Model 11n1 T^V^)
IN
THE MODEL 1101^V~(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAME n2i
NOTE: THE USE OFTHIS SYSTEM REQUIRES VERTICAL TIES SPACED AT5'4^
FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT,
10installremain|ngvertica|de'down�mpsand4'gmundanchooperhnmemanufacturer'sinstrucdono,NOTE:[ente/||neanchnrs
to be �dzedaccondingtuooi|torquecondition,Anymanufactunpr'sspedficationsforddeaaUanchor|oadsinexcessmf4,ODO|bs,
require a5'anchor per Florida Code. 11, Select the correct square tube brace (H) length for set-up lateral transverse atsupport location. The lengths come ineither 6O^o/
h h l 50^t b the l 25''tubeastheinsertedtubej
72^ lengths. (With the tube �
� '' '� —' -
12, Install the l.50transverse brace (H)totheground pan nut.
13, Slide /�5"transveoebracei�nthel�O bmceand a�achtoa�acen I-beam connector x(|)w�hbolt and nut.
14, Secure l.5Ttransverse arm tnl2S"transverse arm using four pUl/4"-l4x3/4 self -tapping screws in pre -drilled hole s, Rage I
Revision 08/23118
15A concrete runner, footer or slab may be used in place of the steel ground pan.
a) The concrete shall be minimum 2500 psi mix
b) A concrete runner may be either longitudinal or transverse, and must be a minimum of 8" deep with a minimum width of 16 inches
longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see below).
c) Footers must have rninimum surface area of 441 sq. in, (i.e. 21 " square), and must be a minimum of 8" deep.
d) if a full slab is used, the depth must,be a 4" minimum . Special inspection of the sy5tern bracket installation is not required, Foloters
must allow for at least 4" from the concrete bolt to the edge of the concrete.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
16, When using Part# 1101 -W-CPCA (wetset) simply install the bracket in runner/footer OR When installing in cured concrete use Part#
101 -D-CPCA (drysetf, The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"xY concrete wedge bolts (Simpson part #
S1 62300H 5/8" X 3" or Powers equivalent), Place the CA bracket in desired location, Mark bolt hole locations, then using a 5/8" diameter
masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes. Place weqge bolts into drilled
holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts
down by hitting the nut (making sure not to hit the top of threads on bolt). Ihe sleeve of concrete wedge bolt needs to be at or below the
Igp j�f concrete. Complete by tightening nuts.
IVA! Fiiiii rt#1101-W-TACA installation simplo install the anchor bolt into runner/footer. For dLTA set installation (tart # 1 101-D-TACA)
mark bolt hole locations, then using a 5/8" diam, r0aslonry bit. drill a hole to a minimum depth of 3" Make sure all dust and concrete is
blown out of the hole. Place wedge bolts (Simpson part #S162300H 5/8" X 3" or Powers equivalent) into (D) concrete dry transverse
connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure not to
hit the top of threads on bolt), then remove the nut. concrete.
18. When using part# 1101 CVW (wetset) or 1101 CVID (dryset), install per steps 17 & 1&
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. E�—= LOCATION OF TRANSVERSE BRACING ONLY
3 9i = LOCATION OF LONGITUDINAL BRACING
4. 9:+— = TRANSVERSE AND LONGITUDINAL LOCATIONS
ALL WIDTHS AND LENGTHS UP TO 52'
ALL WIDTHS AND LENGTHS OVER 5Z'7ON7
HOMES WITH 5/1ZROOF PITCH REQUIRE: PER FLORIDA REGULATIONS
6 systems for home lengths uptu52'and 8systems for homes over 52'and up80'
PATENT#6634750&OTHER PATENT PENDING page 2
RevisionO8/23/18
I -Transverse Arm, J�Beam Connector
D - Pan Transverse Connector
I -Transverse Arm, k8eamConnector
mmmxv'u-mm `n
Florida approved 4'gmundanchors may beused inall locations except where home manufacturers specifications for sidewaU
straps are in excess of 4,000 lbs. These locations require a 5'anchor. Per Florida code.
[= GROUND PAN / CONCRETE FOOTERORRUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 - 1/2"x 2" 1/2" carriage bolt and nut)
E=TELESCOPING YBRACE TUBE ASSEMBLY (l.5^TUBE BOTTOM AND 1.25^TUBE INSERT) OR|5^TUBE
P=^V"BRACE |-8EAMCONNECTOR ASSEMBLY
H=TELES[DPINGTRANSVERSE ARM ASSEMBLY
I = TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 - I &'x 2" 1/2" carriage bolt and nut)
J=VPAN BRACKET (connects with grade 5'l/3^x2^l/2"carriage bolt and nut)
p `rBrace memn
- Connectors
x Transverse Arm
/Top(1,2s^)
' Bottom (/sl
o Pan Transverse Connector
/ Concrete Transverse Bracket
P�e 3
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MODEL 1101 "V" SERIES AL6jMij!;;; E121LIg
I -Transverse Arm, I- Beam Connector
H -Transverse Arm
Top (1.251
1 Bottom (13")
D - Pan Transverse Connector
C - Ground Pan
I -Transverse Arm, I -Beam Connector
Part # 1101- n -TACA
l�
H -Transverse Arm Part # 1101- W - TACA not <_hown
Top (1,25")
Bottom (15 )
/ I
P Cement Block 1 ICMu - Pier 1
Omitted 1 Omitted 1
L'Forclarity ,,I D- ConcreteTransverse LzPorClarlty
Connector 4-
"^>.., C- Concrete Slab/Max-
°' Footer
Anchor
Bolts
Model # 1101 T " 1i" Model # 1101 TC'Y'
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 Ibs. 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 - 1/2"x 2" 1/2"carriage bolt and nut)
E =TELESCOPING V BRACE TUBE ASSEMBLY (1.5" TUBE BOTTOM AND 1.25" TUBE INSERT) OR 1.5" TUBE
F ="V" BRACE I -BEAM CONNECTOR ASSEMBLY
H =TELESCOPING TRANSVERSE ARM ASSEMBLY
I =TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 - 1/2"x 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
H -Transverse Arm
Top (1.25' )
Bottom (15")
D - Pan Transverse Connector
/ Concrete Transverse Bracket
eG}a 1 ,1 s+min; r
F - `W Brace i-Beam
Connectors
C- GioandPan --
�- Concrete t00ier %,,; • Pan V Bracket
-� ion❑ to V Bracket
E-"V' Brace Tube 031
Model # 11 p1 „V"
PATENT# 6634150 & OTHER PATENT PENDING
G _.
P;3rf :; 1101 iV-Cnrq ,,.ot <he:v^.
Model # 1101 C "V"
Pale 3
Revision 08/23/18
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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.
Tools you will need
Hammer ® Screwdriver ® Snips - Plumb Bob or Level e Tape Measure
Power Saw with Fine Tooth Blade - 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 out skirting components,
2) To allow for normal expansion and contraction, fasten the Top Trim Back
component(s) in the center of the nain slots, im
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 drive 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.
EREM
Figure I
Figure 2
WM
Figure 4
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, The roof starter also reduces the possibility of the
vimd ski
Eater" type trim units will damage the skirting and is not covered by the warranty.
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 berlt 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]
loose from recent excavation and has not yet settled, it is advisable to fasten botto
I
channel to treated wooden stakes. For installation on concrete, use 3/4" masonry na
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.
ft
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 Top 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. Wanning will avoid the likelihood of cracking,
Step 3..
Cutting Top 1)rim 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 (see figure 8).
Locking the Skirting Panels
ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom
Channel comjonent. This feature assures retention of the r%anel 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.
MIN
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.
11tting Skirting Panels Around Service Connections
Cutting and fitting to virtually any shape or radius is easily done with Vinyl Skirtin
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. I
Proper installation of manufactured home skirting requires
Wa,-4�—,o4hz, "#ffzzj
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
(6,
M
EM
EM
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 untff WSTmps"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 comers are needed, trim strips can be easily cut with aviation snips to fonn
attractive corner joints 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 3'
trim strip on each side of the comer, I
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
VINYL SKIRTING PROTECTOR
V-Guard Installation - (if applicable)
Installing the V-Guard Component
Figure 12
L=
HmdR-d
Panel
Rorare
T.pTdm Front Qs��p Zfn
LG11n1
Mp orult.2116 I IOMMLOI CvMrvTXMLk3) HiStaila y UIV
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 comers are needed, V-Guard trim can be easily cut with aviation snips to form attractive comer 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
STYLECRE-9. ..094..444.
17111 wwwstylecrestproducts.com Printed in USA MEE 0 Copyright 2012 02/12 306133014