HomeMy WebLinkAbout23-73535522 Laura St
OPP
Zephyrhills
Address: 2 N Riverside Piz STE 800
CHICAGO, IL 60606
offamalmailm
Issue Date: 12114/2023
Permit Type: Mobile Home
Class of Work: Mobile Home New
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: 12/14/2023 10:45:29AM
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.
III I I Fil 1111111 ;1111 11 �"I 1 11,111 I'll 111111 1 1111,11 1 111311111,1'"1 !1 1
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.
CONTRACTOR SIGNATURE PEfAIT OFFICEU
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
I I- 1"I Building Department
Fax-813-780-0021
II ffiffilp .. ... W
•
Owner's Address 917 W. Washingfion MS 316 Chicago, IL 60607 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5522 Laura St. Ze h rhilis, FL 33542 Lora 28
SUBDIVISION Sixth Avenue PARCEL ID# F 12-26-21-00213-00500-000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F__] ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL 0 Mobile Home
DESCRIPTION OF WORK Installation of new mobile home with electric, plumbing and AC connection.
BUILDING SIZE 1 134"' X 5= SO FOOTAGE= HEIGHT
&—e]BUILDING 90,000.00 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL L 2,000 00 AMP SERVICE El PROGRESS ENERGY W.R.E.C.
= DUKE
2]PLUMBING L100000
MECHANICAL $ 2,300,00 VALUATION OF MECHANICAL INSTALLATION 7
= GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
A
COMPANY BMI LLC
REGISTERED Y/ N I FEE
Address d Lakeland Hwy. Dade Glty, FL 33525 License #
ELECTRICIAN COMPANY Electric V%Iorks
SIGNATURE REGISTERED L_Y / N FEE CURREN Y/N
Address 8010 US HWG i Leesburg, FL 34788 Lbense# I EC13005476
PLUMBER COMPANY 131\41 LLC
SIGNATURE REGISTERED Y/ N FEE CURREN Y/
Address , I �Id Lakeland Hwy. Dade City, FL 33525 1 License# E[H/1025370
MECHANICAL t f N COMPANY Flamingo AC & Heating Se,vices
SIGNATURE REGISTERED Y/ N FEE CURREN Y/
Address 9931 Old Lakei Hwy. Dade City, FL 33525 License #
OTHER COMPANY
SIGNATURE E::== REGISTERED Y/ N FEE CURREN LII_N _J
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, Storrnwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 durripster, 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
It 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)
M
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, 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.
OWNER OR AGENT_
Subscribed and sworn to (or affirmed) before me this
by
W_ho,s/are personally known to me or has/have produced
as identification.
Notary Public
Commission
Name of Notary typed orinted or stamped
CONTRACTOR
Subscribed and sworn to
11/1(or aff
:foF. le this
7/23by LarWtJ Book r
Who is/are persons'Arrr own to me or has/have produced
a,Jdentrficaron
obary Public
Commission No HH 41,458'
Angela L Davis
Name of Notary type
ANGELA L. DAVIS
MY COMMISSION # HH 414681
,,FIRES: September 29, 2027
IN,STR#2023205506ORBK10920 PG2816 Page I of 1
11/22/2023 11:54 AM Rept: 2645990 RDS: 0.00 IT: 0.00
pow"it P..pp to No -j2-2Q-21 A 0 QQZ- 50 R-QQ-----QO—QD— —
Cavoily of Pasco
3 Oissear lolonestamix Lessee hfqw*bw it the Lessee MOWIA W the'
U—
Rmaw-- Blom
Natete Of Fee SFFI Twittiolder'
III deapeol thom Dewrief lisfeell above)
Address Beata
T V1025370 Name 983i city
Old Lakela Dade
Address-- Gia1 geese
MISS City
Slels
6- 1.0,11der
�10-14
%e Cry LeAdersTesnowins No
7 parsons y,*,In Fte State of Fjthafti desWated P, the Qvobr upot, wboo, op,,_ N cthW sbcUmems may be served as puttlAded try
Section Flotilla S1096s
s6w
of
13 to ad(hUm, to hiol.sif The c-le' 4"Vo-14c-
ja,er,evs a copy of the luerors Natict, m P1011ud I' Stcilco 7t3, '3f 1 l(b) Floods Stalutes,
IT EVViviiall Jae OfFahce 01 Cap"Fancsoloot tthe attpirawn dale may no' PC befaye pue c0000iton of "!onic4ion and Met PaYPI 10 the
r=wsibtot but mg be one year from ft date of temdre artless differ" date's speciltedt-
WARNING TO OWNER ANY PI MACE By y+AE -,WFFLA AFTER THE EXPIRATION Of THE NOTICE Of COMMENCEME14T
ppe CONSIcERED IMPROPER PAYMENTS UNDER CiJAPTER 711 PART i , Svc noN 7`3 13 FLORIDA STATUTES, AND CAN
RESULT I'll YOUR PAYING TWfCE FOR JAPROVEMEN'TS TO c ENCIENIENT MOST aE
4 IF YO ' FINANCINIG, CONSULT
YOUR PROPERT�� A NOTICE OF C
'R, CORDED AND pOSTEI) ON THE jog SjjF KfORE tFIE FIRST INSPECT301 �-F,,ICOMIOENCEMFNT�
WITH YOUR LENDER OR AN ATTORNEY BFFORE ,O]WAENCFN I RECORPO
l< 0
ho,
t)ndor penally of Peituo,. f deciarr that I OaYtt Bead the twegimette act, fad themm, are itus to IM best
of my kpovyeptete wid belief
STATE OV "LORIDA
;0 UNTY OF F S.—tit of Pr tx essait or O�IIlo I. omd
tr
f ci) For_
veft�ctf wbatey a 9 near WSIG.I.,nev i
peciyon"helf"if oxm
"o"10'ally K60.0, N.IJIV
Type of 140.1,11metIM pfodictilt Natne ((Ron )
SUSAN L. KOWAL
A
NlY COMM ISSION # HH 422597
XPIRES: 00ON't 12, 2127,
ilk i ")
" �'JIIK � '-,"
Existing tP'
�I' V
Home
------------ j I A N 'S
Road
Z= L=Nz=7 4-3
IH5=3
Man,: Home Size: Drawn:
Sixth Avenue, Lot #28 141 x 55' cc
Add.: Scale: Date: F100d:
Zephyrhills, FL 33540 1/16:1 11/6/23 No
Job 4 BMI LLC
23-000149
9931 Old
Lakeland Hwy.
Dade City,
33525 FL
------------ - — -
-----
BEDROOM
R/A
TV
6T H AVE
SERIA1, #: FI,239-000-H-AO13349A
MODEI, #: B525-AA
1,0'1'#: 28
39345 6TH AVE, ZEPHYR111U.S, FL 33540
8' 6"
Re.,
A
WTCHEN
- Q Df-
4'
- - -------- J-244-13'
ELS-6th Ave
BEDROOM
LIVING ROOM 2
TV TV WB
Front
-14 -------------
10/26/2023 1 B525 A
UNE
D-11 TD
"Y E3' 39 -47P
nn 1=0126/20±23
— — — — — — — — — - SHEET— OF
LENGTH DESCRIPTION _.��HB MODEL NUMBER DRAWING NUMBER
551-0- T-55l4-2CK I Mike Nagy - Eduardo 14-04301-060
IN
.............
1230 SW 10th Street
Ocala, Florida 34478
Ph (352)-629-7571
Date 10.31.2023
LOT 28, 6TH AVE,
38345 6TH AVE, ZEPHYRHILLS, FL 3351
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
6TH AVE
SERIAL #: FL239-000-H-A013349A
MODEL #: B525-AA
LOT #: 28
39345 6TH AVE, ZEPHYRHILLS, FL 33540
1' MAX. - 77-0# 7_70# 4 MAX.
--------------------------_------------------------------
32'-2"-1 35-4-1
77-0# 77071
PIER POINT LAYOUT (PIERS @ 1-BEAM & CENTERLINE WITHOUT PERIMETER FOUNDATION � I IRS REQ'D UNDER SIDEWAL PORCH COLUMNS.
PIER POINT LAYOUT (PIERS @ 1—BEAM & CENTERLINE WITHOUT PERIMETER FOUNDA-n N) PIER POINT LAYOUT 2 MANUFACTURING DIVISION FOR LOCATIONS. 10/26/2023 ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE. IB525 A
DIVISIONS m
L_ftEAIZ_fJ'ER_5_UeP_0=S 17771 5JDEWAlJ_ElEB_%L_JR]PDRI'_, MATING LINE COIUMN SUPPORTS 231SUGARCREEK
SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL 233 ARKANSAS CITY NINE
TABLE 6 , 1-10. 10 TABLE 5 , FIG, 9 TABLE 5 , FIG. 9 & 10 20-
1)0FHlS DOCUMENT IS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. FOR PROPER SETUP AND SITE 235—
_ �Alf SACINTO
39g47#
DRANIN BY
INSTALLATION REFER TO THE INSTALLATION MANUAL. 237 WOODLAND EC
M-AILASPECTS OF THE FOUNDATION CONSTRUCTION ARE PERFORMED ON—SfTE AND ARE SUBJECT TO THE S ZONE
REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. x 2390CAL& DATE. 10126/2023 ROO"
ZONE 201
� THE PIER SPACING SHOWN IS SUGGESTIVE ONLY. THE ACTUAL PIER SPACING, AND FOOTING SIZE IS TO BE 241 LEOLA, STET— OF
�UEFERMINED BASED ON THE ACTUAL SITE CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL BEARING CAPACITY. 243 CASTER BOX LENGTH DESCRIPTION
h"�.REFER TO THE INSTALLAION MANUAL FOR FURTHER DETAILS- MAXIMUM PIER SPACING AT MAIN BEAMS CHB MODEL NUMBER DRAWING NUMBER
10'-0" o.c STATE OR LOCAL INSTALLATIONS REQUIREMENTS MAY BE MORE STRINGENT 55�- 5514-2CK Mike Nagy - Eduardo 4�_ALL DIMENSIONS MUST VFRFIED BEFORE FOUNDATION CONSTRUCTION IS STARTED. 1 -04301-060
- , I Lot #28 1 1 1 1 14
installer: -------�Ml, Lw
Vmffklmit
WE W-1 W j
Manufacturer -
MOTE.
If
I understan
where the si
Typical pier spacing Installer's initials - sp
Show locationS.of Longitudinal and lateral Systems
(use.dark lines to Show these JOCations)
Date:
New Home El Used Home ----------
HOme.installed to the Manufactur 0 Year Built:
Home is -installed ee, Installation Manual
Park M accordance with Rule 15-C
Sinqle wide
Double wide Wind Zone 11 Wind Zone III C1
Installation Decal #
Tririle/Quad 0 Serial #
PIEWPAD SIZE
lmbeam Pier PaC :re �7-9 X 25z
Id size
Perimeter pier Pad size
Other
=a Pier pad sizes 16 x 18
it Mired 6� the Mfg.)
Draw the Doors Winciovy3
Lai waft, aPPrOxinjElte IOCations,of Marriage-
PuT Rule 15c Usethis
symb,01 -to show the piers.
pier's.
List all marriage,vwall GPenin is greater than 4 fool
and their pier pad Ssizesbel6W
Opening
Pier Pad size
- - --- - -- ---- 4-,
T.. ....
4--
............
F-1 "4
4�---- - -------- -T
.T.-
---------- T-
..........
M
eLSD) anufacturer Oliver Technologies
4
T— F 4 LOP
.-J- (--j J_ Manufacturer
wl Lateral Arms
Oliver Technologies
E:RKE�
4 It 5 ft
-P.xvvmm�
Maw -
am
within 2'of end of home
Spaced
Sidewall Numbey
Longitudinal
MBrriaqe wall
Shealwall
PERMYT MumBER
The pocket Penetrometer'tests are rounded down
of check here to declare 110001b, soil to 2000 Psf
without tesfing-
X.20_00 2t 2000 X
F2fP POCKET ]PEMETROPMETIER TESTIMS-METHOD
OCKE"'
T Tes"he P-h-eter of the home at 1510Cations.
est the , of the
Take the reading at the depth of the -fooi,,,
2- ..d..g at the
Take 7th a
3- Using q Soo jbincrements lia
,r
eading 11ftIbnd d6iiiir;-j�06' _0()0
W 1PIRP OfAhe torque, 6
e c probaAest is 276 inch 1prdund!5�or check
,lifflcllarings anchors,
sho%M'rtg �p�. VdAhout,testing 'test
irich-Pounds.or je:sswiljreqUire, 5 footanchors'
anchOrs�arP�allowad elt�th&sidewlall-Ic
�ancho c4bris
. rs--are-fe�U'red,afaJil centerline: Ii P t oiln
reading V
is 17-5, or less,and-.Wh r orqueIest
[equirbs anchrs 611q: a
ome Men urer may
with 4()GG lb.holding-cap'acity.
ALL TESY.s mUS-r OL Va"FORWIeD BY A LICENSF_o ONSTALLER
Installer Name Larry W- EU Booker
Date Tested -I-
:IF
Connect electrical conductors between Multi -wide Units. but, not tO� the. main power
source This includes the banding wire, between mult_wlde _units. Pg_
Connect all sewer drains to an existing sewer tap Of septic tank, Pg.
COnnect all Potable water supply
indepoodent water �;upplV systempsipingg to an existing water meter. water tap, Or other
SUP02 - 04/�n/112
Debris, and organic material removed OWN]
Water dralhage- fq;qU,.a1
Swale pad Other
12"O'C
1 2- OC
0 g_��
90 P_ In in
- JZ . OC
n h-
Fl-o'.� T Pis -.t- L g-
all.: F n 12"Olc
"A' T - 'st- Lan h
ten
T F 12- OC
�tl strip
va Z d in
3: ah �d wi gjv
F Us h, Min L Ug
wijj� . rt � g' ri nj
ro g 'il ot of '6g 't" eta( strip
- n
roofing nails,2it 2,, - is roo an
%St�!ned with galv_
r om both Sr. L. of the, cente
ith Hine -
I understand _'JY
homes and-tha - P'
of-twapal V�Wll -'em. a, . g"k
Installees initials BB
Ty.-Pe.gasket Rdlyuraihafte
Pg, Installed.
BOWeen Floors yes here X
BGhv.een Wells y.es
Soborn of rid X
gebeam Yes X
MM-2-MIN,
Thotaittomboar d-'wjlj.he,..F6PRlred,andI,or taped. ye�j X
Yet,
SO as nOtto ajjbw Intrusion of rain water yer
SkIfting-tO beinplalled. Yes X No
Dryer vent in��ialli5d�.oUtsideAt.kiti., y
bxaRnge diniWrw d
ift' Overitinsfiall, X NIA
n eoutside Oesf8kirfing, yes W/A 3 SUPPorled at 4166i:int
Afi p
Electrical crossvers . _ervals. Yes
Other rotelctS6 Yes
a 2
Dal. 11
0
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MQ#EL 110 1 -V-
al s
PATEN T# 6634150 & OTHER PATENT PENDING
At
OLIVER TECHNOLOGIES, INC. .
MODEL 1101"71 (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 Steps 15-18 ENGINEERS STAMP
IInstall Q1ofthe 1.50"square tubes (Binto the "U"bracket (A insert �a�age�oband�� avenutosehrfine|a�ustnant
�P�c I-beam�mn��r(�ho��on�ebu�omherge'�the�e m.
7. (For Diagram A installation) Slide the selected 1,25" tube (E) into a 1 .50" tube (E) and attach to I-beam connectors (F) and fasten loosely
with bolt and nut. (For Diagram B installation) Attach the selected 1.5" tubes (E) to the I-beam connectors (F) and fasten loosely with bolts
and nuts.
8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place.
9. Using standard hand tools tighten all nuts and bolts, (For Diagram A'installation only, secure 1.25" and 1 .50" tubes using
fuur(4}l/4''-l4x3/4''self-tapping screws inpre-drilled ho!es.)
INS (Model 1101T"V")
THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAME TIES.
NOTE: THE USE OFTHIS SYSTEM REQUIRES VERTICAL TIES SPACED AT5,4"
FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPTWHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT
10. Install remaining vertical tie -down straps and 4'ground anchors per home manufacturer's instructions. NOTE: Centerline anchors
to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of 4,000 lbs.
require a5'anchmrper Florida Code.
ll. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" or
72" lengths. (With the 1.50" tube as the bottom tube, and the 1.25" tube as the inserted tube.)
12. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut.
13, Slide 1.25" transverse brace into the 1,50" brace and attach to adjacent I-beam connector ( I ) with bolt and nut.
14.Secure l.5O^transverse arm tnl.25^transverse arm using four (4)l /4" l4x3/4^self-tapping screws inpre-drilled hole s. RQe I
FATENT#6O34l50&OTHER PATENT PENDING Revision 08/23/18
I -Transverse Arm, I -Beam Connector
H -Transverse Arm
Top (1.25")
Bottom (1.5")
L Cement Block 9
Omitted i
LForClarity J
® -
I -Transverse Arm, I -Beam Connector
Part # 1101- D - TACA "Z'
H-Transverse Arm Part#11o1-W•TACA not shown
Top (1.25")
Bottom (1.5")
Bolts
Sae
Adel # 1101 T"V" Model # 1_101 T'C "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 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 S -1 /2"x 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 I -BEAM CONNECTOR ASSEMBLY
H =TELESCOPING TRANSVERSE ARM ASSEMBLY
I =TRANSVERSE ARM l-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)
ii BAN
F - "V" Brace I -Beam
Connectors
H Transverse Arm l \�
Top (1.25")
Bottom (1.51
D - Pan Transverse Connector
/ Concrete Transverse Bracket
C -Ground Pan Pan V Bracket /
Concrete Footer Concrete V Bracket
E - "V" Brace Tube (1.5")
®del 1101 "V"
PATENT# 6634150 & OTHER PATENT PENDING
Part# 1101 D-CPCA
Part # 1101 W-CPCA not shown
Model # 1101 C "V,e
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Revision 08/23/18
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MODEL 1101 "V" SERIES ALL STEEL FoMNpATjQ_N_5y5TEM PAN & CONCR
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PATENT# 6634150 & OTHER PATENT PENDING
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I -Transverse Arm, I- Beam Connector
D - Pan Transverse Connector
I -Transverse Arm, kBeam Connector
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[= GROUND PAN / CONCRETE FOOrERORRUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 1/2^x2^l/2^carriage bolt and nut)
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HTELESCOPING TRANSVERSE ARM ASSEMBLY
|= TRANSVERSE ARM |-gEAMCONNECTOR (connects with grade s 1/z^xz^1/2^carriage bolt and nut)
]~VPAN BRACKET (connects with grade 5'l/2^x2^l/Z~carriage bolt and nut)
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o Pan Transverse Connector
/ Concrete Transverse Bracket
Ground Pan
Concrete Footer
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Installation Details
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 9 Screwdriver @ Snips ® Plumb Bob or Level 9 Tape Measure
Power Saw with Fine Tooth Blade e 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 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 drive the fasteners 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
Figure 2
Figure 3
Figure 5
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 starte•
should be installed around the home. The roof starter also reduces the possibility of the
mulmy gull
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). 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 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 COMPODent 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 fastest tightly! (see fastening instructions on front
page.) Do not cut Top Trim Back components at the corners. Gently bend over
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,
to 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 warrn 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 snaji lock too] is used to punch locking tabs on the outside bottom edge of each skirt-
ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom
Channel comVonent. This feature assures retention of the'9-,anel in the Bott*m ChWd1A4_
Note: When installing in a high wind area, you may also punch locking tabs at the
top of the panel for added locking strength.
Self -aligning panels easily snap and slide into place (seefigure 10). Be certain that
each skirting panel positively interlocks with the skirting panel adjoining it.
Note: (above 36" panel height, a framing support system should be considered.)
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.
I I I
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 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 it"snaps" 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 form
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 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,
Installing the V-Guard Component
V-Guard Vinyl Skirting Protector component(s) Installs easily by
Figure 12
Nnd
r"hi
T.PT—F—t Snap lr.
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. (see figure 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 Comers 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 5t.
Fremont, Ohio 43420
STYLECREST 00,94,,4440
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