HomeMy WebLinkAbout16-17663 i
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 17663
• ' BUILDING PERMIT
PERMIT INFORMATION - LOCATION INFORMATION
Permit Number: 17663 Address: 39541 CYPRESS POINT LN LT 177
Permit Type: PARK MODEL ZEPHYRHILLS, FL.
Class c�f Work: PARK MODEL SET-UP Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Squa��e Feet: Subdivision: MAJESTIC OAKS
Esfi. Value: Parcel Number: 24-26-21-0000-00100-0090
Impro�. Cost: 2,400.00 OWNER INFORMATION
Date'�Ilssued: 10/20/2016 Name: NHGFL115 LLC
Total Fees: 1,013.00 Address: 39541 CYPRESS POINT LN
Amount Paid: 1,013.00 ZEPHYRHILLS, FL. 33542
Date Paid: 10/20/2016 Phone: �
Work Desc: PARK MODEL INSTALL SELF CONTAINED 13.4 X 43
CONTRACTOR S APPLICATION FEES
EASLER, LIONEL L. PARK MODEL SETUP 60.00
CRAND�LL, RICHARD PARK MODEL ELECTRIC 40.00
EASLE �, LIONEL L. PARK MODEL PLUMBING 40.00
MOBILE HOME PARK TIF 99% 864.27
� MOBILE HOME PARK TIF 1% 8.73
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Ins ections Re uired
PAR MODEL MECHANI AL
PARK MODEL PLUMBING
PARK MO�DEL SET-UP
PARK MO�DEL ELECTRIC
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REINS ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local �overnment 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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
may b I found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Wa��ning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
I� before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
I� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONT CTOR SIGNATURE PERMIT OFFI R
� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contrac or/Homeowner: ���(`�✓1
Date Rel'I eived: ��l
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Site: 3���f� � �SS �L�
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Permit Type: ��� ��� ]���" ��`�� � ,
Approvl d w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This coi unent sheet shall be kept with the permit and/or plans.
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Kalvin � wi —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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a�3�so�o Ciky of Zephyrh�ls PermitApplication F�$��-�ao-0nz�
Buadu�g Departmeni
Date Received / � phone Contdct for PermitGn �� ���
-i-rt�-r-r-r-r
� Owners Name wHCF1115,LLC Owner phone Number $1�����18
OwneYs Address ��E Camelback Rd Suite 8310,Scottsdale,AZ 85251 Owner phone Number
Fee Simple Titleholder Name � Owner Phone Number
- Fee Simple Titieholder AddMSC
JOSADDRESS ���� Lfff� �n
SllBDMSION Majestic Oaks PARCEL IL�R 242Fr2'I-D�0-00100-009D
{�TAV�D FRON AAOPERTY YAX NOi1C�
WORK PROPOSED e N£W CANSTR e ADD/ALT Q SIGN Q Q DEMOUSH
INSTALL REPAIR
PROPOSED USE � SFR Q COMM Q OTHER
TYPE OF CONSiRUCT10N Q BLOCK Q FRAM� Q STEEL � k model
DESCRIPTION OF WORK �model dedown
BWLDING SIZE �3'4'x 43'Cmdudng porrh) SD FOOTAGE �'s�ft t�IGHT �
QBUILDING g 2�400.00 VALUATION OF TOTAL COA1STRllCT10N �.�0.00
QELECTRICAL $ AMP SEF2VICE Q PROGRESS EidERGY Q W_REC_
�PLUMBING 5
QMECHANICAL $ ATION OF MECHANICAI INSTALLATION �� d, �9�-�c
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QGAS Q ROOFlNG Q SPECIAL7Y Q OTHER �� r Z
FiNISHED fLOOR ELEVATIONS F100D ZONE AREA QYES NO x �' r�
BUILDER � COMPAHY ���M°m�eHorr�Serv�ce,inc
S16NATURE r�c�sr� Y/ t�a� Y N
Address 4647 NW 63rd A e,dennings,FL 32053 Vce�e� IH1025210
ELECTRICIAN COMPANY C� H����
S1GNA7URE rsEcfsT�rtm Y N r�alwx�7. /N
Address 39935 Otis Allen d.Zephyrhilis.R 33541 Lircnse� ER0012910
PLUMBER COMPANY ble Home Service,inc
SlGNA7URE r�simm Y N �a�uxr7� Y N
��5 4647 NW S3rd Ave,J nings.FL 32053 Uce�� IH7025290
AAECHANICAl. COMPANY
SIGNA7URE r�cl5rgt� Y/N rr�[amae. Y/N
Address License�
OiHER COMPANY
SlGNA'iURE rtEcisr�rcm Y/N �Ew�xe. Y/N
Address License�
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111
RESIDEtdiIAL Attach(2)Plot Plars;(2)sels of B�rildvg Plans:S'I)set of Energy Forzns;R-0.W Permit for ru.w co�trurbm,
Mm"uninn ten('10)worldng days aRa suhmittal�te. Required orsite,Ccrsbuctim Plarrs,Stomma[er Ptans w!S�lt Fence mstatled,
� Sanitary Facatities&1 dumps[er,Site Wak Pemut fir subdrviswra/iarge pmjerJs
COMMERCiAL Attach(3)complete sels of Bin7dng P�ns plus a Life Safety Page;(7)s�of Energy Forms_R-0-W Parmii for new consW c6on.
Maiimum ten('10)working days after sutxnittal date. Required onsite,CoisW�on Plar�s,Storrtmater Plans w/S�lt Fence instaAed,
SanRary FacTties&1 dumpster.Site Wark Permit for a1l new projecls.A➢wmmercial requiremenCs must meet r�rnpBance
S1GN PERB7IT Attach{2)sets of Enc,p"neered Plans_
""PROPERTY SURVEY reqiur�for a�NEW wnsW cUon
Directions:•
Fll out appLca6on completdy-
Owner&Contractor sign badc of appHrafion,rwiar¢ed
If wer 52500,a Notice of Comm�eement is required. (AIC upgrades over 5750Dj
" Agerrt(for the contracfar)or Power oFAttamey(for the awner)would be somew�e with rrotar¢ed IeHer from ovmer authoriang same
w�
OVEft7HECOUNiERPERMITfING (FrontofApplintinnOnty)
Reroofs i(sh�gles Sewers Savice Upgrad�s A/C Fences(PIoUSurvey/Foofage)
Qriveways-Not wer Cowter if on puM�c roadvrays_.needs ROW
:NOTICE OF DE��J�tES�iCT{ONS: �e undersigned�ederstands ihaY t►ais pe�nit may be sub}ect to"deed'�e.s4actions"
which may be mDr��esfictiv2 xhan Coun#y regvlaiions_ 'd�e undersigner�ass�mes resporasihiTi3y for compTiance wiYh any
ap�Jicable deed restricfions.
, ' UNLICENSED CONTS2ACTORS A1�iL1 COldTRACTQR RESPONSISILITI�S: 1�#he owner has hired a contractor or
crontracbors to undertake work,they may be required io be licensed in a�ordance with staie arrol local regu]ations. If the
�ntractor is not licensed as required by law,both the owner and confractor rnay be cited for a rra�sdemQanar violation
unr3er state law. if Uae owner or iritended�ntractor are imcertain as 3n vu�rat ficensing requiremenYs may apply for the
' �raiended enrork,dhey are advised to�atac?#he Pas�Cauraty Bui3ding Inspection i3hiision—L'acerasing Seciion at 727-847-
, 8fl09. Furtherrnore, ifi the awner has hired a con#ractor or r,�ntractors, he is advised to have the cantractor(s)sign
portions of the"contrador Bloc�of ti�is application for whicls they wi11 be responsble. 3f you,as the ownar sign as the
wtrtrador,that may be an indication i�at he is not property licensed and is nof erititled to permitting pri+nleges in Pasco
Coimiy-
?RANSPOR'fAT�ON 31NPACTIUTJLITdES 1i1APACT AgUD�tE�OURCE�tECOVE#iY�fS: The vndersigned�aderstands
A
flaat Transportation Impact Fses and Recoiuse Recovery Fees may app9y to the construcBan of new huildmgs,daange of
a�se in existing bwldings,or expansian mf exisfirag�uildings,8s specified in�as�o County Ordtrearace nisrnber 89-fl7 and
9II-07,as amended. 7'he undersigned also understands,ihat such fees,as may be due,will be identified at Uae time oi
perntitting. li is further understood tFaat Tta�rtation Impact Fees and Ftesource Recflvery Fees must ba paid prior to
rQceiv�ng a"certificaie of occupanc�or final power refease. IF the praject does no3 irnofve a ce�iificate ofi otxupancy or
fina3 power release,3he fees rai�si be�aid prior to perra�id assvanca Furt�aermore,if Pasto County Wa2eriSewer 9rnpact
f�es are d�ne,S�ey r�nust be paid prior to permit issuance in accordance v�ih appGcable�'asm Courety or�nances.
CONSTRUCTION LI�N LAW(Chapte�7�3,Florida Statutes,as amendedk �f valuafion af work is�2,�OO.UD ar more,f
certify that 1, ths appGcant, have been provided with a copy af the "Florida Construciion Lien Law—Homeowne�s
Protection Guide"prepared by the Florida Deparlrnent�f Agriculture and Cot�.wmer Af�Fairs. If the applicant is someone
other lhan the'owns�°,�cer#ify that 1 have obtained a copy of the above d�cribed dowment and promise in good faiYh to
�ls9iver it 20#he"owne�'praor to cornrraencement
�GONH�iACTOR'SIO1NNEi�'S AF�DA�T. 1 cQrtify fhat aD the infarmai'son in#his apPficaiion is accivate and i�ai all work
will be rJone in campliaracs wiih af1 appGcable iaws�egulating constrauban,zon�g and land deve9opmerat AppTip6on is
hereby made 30 obtain a permit to do work and installation as indicated. 1 certify dhat no work or instaliation has
commenced priot 10 issuance of a permif and thai all work will be petfqrra�ed to meet standards of all laws regulaSrLq
co�nstruction, Cau�ty and City cx�des,zoning regulations, and land develo,prnent regulations in the juri�icfion. 1 also
saettify 3i1at I understand#trat 2he regu3ations of ofiher govemmerat agencies may apply to the intended wark,and that it is
ar�y sssponsibifity 3o ider�rFy what actiens I must#ake to be ua cQmpl'ianae_ Such agencies inc3ude hut are not 6mited to=
- DeparYmenY of Er�viranrriental Prattection-Cy�ress 8ayheads,WeYland Areas and Environmeritally Sens►'b've
I Lands.WaterlWast9water3'reatrnenL
- Southwest Florida Water Managemen4 DistricFWells, Cypress Bayheads, WeBand Ar�as, AlterirLq
Watercourses.
I - Amay Corps of Er�gineersSeawalls,Docks,S�favigable V►laterways.
- Departraient af Health S� 93elaabilitafirs ServiceslEnuimnn�ental Hea3th 11niRWel)s, Wastewater Treafineni,
Septi�Tan9cs.
- US Environmental Protection Agency Asbes4as abatement
- Federal Aviation Aufhority-Rumvays.
1 understarad that fihe fo]lowing restr�ctions apply to the use of fi13:
- Usa of fitl is nai allowed�Ffood Zone`1/"un{ess ezpressly per�aitied.
- 9f the f�l! material is 30 'be used 9n Flood Zane"A, �6s �ederstood thai a dra'urage pfan addressing a
I `compensatuag volwaie"wi➢be submiited at�ir�ne af germ9ffing which is pre�red by a professioroal er�qineer
licensed by the Sfate af Fli orida.
- tf the fill rraateeial is�be used in Flood Zone A in connec�on wifih a pertniited bui4dir�q using siem wa11
,�nstruction,I certify that fill will be used anly to fill the area within the sfem wall.
- tf fill maYeriat is to be used in any area, 1 cer5fy tha2 use of such fi11 wi� no2 adversely af�ed adjaceni
prAperties. 9f use of Ti➢as fcwnd io adversely afieci adacent g�rnper3ies,the owner may be ated for violatirLg
the condibo�of 3he�uild"ang pemvi essined auader i�e at3ached permit appTication,�or lots less 3han one(1)
acre which are elevated by fi0,an engineer+ed drainage plan is required.
tf 1 am the AGENT FOR TF3E OWNER,I promise in good faith io irrform the owner of the�errr�itling cond�iions sei fiorth in
this affidadrt prior tn�mmencing cflnstruction. 1 understand that a ssparate permit may be required for electrical work,
p9umbing, sigras,vvells,poofs,aQ cond'�ioning,gas,ar athar installations not specifically included'ua ihe applicafian. A
permit 3ssved sha(1 be�onsirued to be a license to proceed with the wrork and�ot as autherity to vio}ate,cancel,alter,or
sei aside ar�y provisions of the technica3�des,nor shall issuance af a parmit prevent#he Building Offic3al from thereafter
requiring a correct'son of errors in plans,cflnstruc[ion or v�ofatinns af any codes. Every permii essued shall become invaGd
unless the work authorized by such permit is wmmenced within sa months of pertnit issuance,or if work author�zed by
the�ermit is suspended or abandoned for a period of six(&)raionths aRer�e�me the work is cammenced_ An extension
orray be eeyuested,in mitmg,froran#he Bua�d�ng Officia]for a�eriod not to exceed nine3y{90)rlays and will demonstrate
piastifiable cause iort�e exiension_ 9f wo�k ceases far nineiy(9D)consecutive days,the job as cons�dered abandoned.
1NARNING TO OWNER YOUR�A11URE TO RECORD A NOTIC�OF COMMENCETt7ENT MAY RESLDLT IN YOUR
PAYING T1MC�FOR liNPROVEiNEA1TS TO YOUR S�ROPERTY. IF YOU 1A17'END TO OBTAiN FINAWGING,CONSUIT
ITH YOUR LEND�R OR AN ATd'O id B£FORS R� ORDIWG YOt➢R P10TlCE OF COMAAENCEMEAtT.
�ZfIRIDA 3URAT(F S.99Z0�
UVYNER QR A�ENT TiON7RACTOR
Subsraibed and sworn to(or affumed)�fae me this Subscnbed and svarn (or affumed me Uds
bY bY
Who islare personally known So me aQ fi�Jhave pcoduced Who is/are pe�sona0y Imown to me ar hasRrave iroduced
as identificabaoL as idenGfica6on
Nof�y Pu66c Nnl�y PubSc
Canrtiussion No_ Comniasion Na
f�larne of N�tary typed,g�rinted wsNarnped Pdame of N��Y tYPed.g�nnied or starnped
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�Vlajestic Oaks
� �39549 Cy�ress Point Lane
Lot 977
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Zephyrhills,FL 33542
2426-21-0000-009 Oa00B0
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� - 7D' 9a&line
40'x 70' Lot �, �
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Park Model
i 13'$'°x 43'
12'x�0' Dviveway
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20'firom road �RD�Nq
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PERMIT WORKSHEET page 1 of 2 `
P@RMIT NUMBER .
_Llonel Easler IH1025210 NAw HOme � USed HamA � ��
-- - Ipstaller - — -- _ - _— __—License_#_
—Nome ins alled�to 3he Manufacfurer's tnstailation-Manuat - -� —
Address of home 39541 Cypress Ln,Lot 177 Home is installed in accordance with Ruie 15-C �
beinq installed Zephyrhllls,FL 33542
Sinqle wide � Wind Zone II � Wind Zone III �
Manufacturer Champlon � Lenqth x width 13�4��x 43'(Including porch) Double wide ❑ Installation Decal#
N07'�: if home!s a single wlde flll out one half of the block/ng plan 7riple/�uad ❑ Serial#
if home Is a trlple or puad wlde sketch In remalnder of home
Roof System: x Typical Hinped
I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACINC�TABLE FOR USED HOMES
where the sldewall ties exoeed 5 ft 4 in.
Installer's Initlals : Load Footer „ „ , „ „ , , „ „
16 x 18 181/2' x 181/2 20 x 20' 22"x 22" 24"X 24' 26 x 28
Typical pier spacinp bearing size �256) (342) (400) (484)' (576)' (676)
capacity (sq fn)
2� 6� laterel
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I Show locations of Lonpitudinal and Lateral Systems � �� � � �
(use dark Iines to show these locatlons) � � ' '
longimdlnal � �� , , ,
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" interpolated from Rule 15C-1 pler spacinp table,
PIER PAD SIZES
I-beam pler pad size �1,5 X�-�� a ize n
x
Perimeter pier pad size �1�1'� ��D'���o x
, x
..�..�.,�- ----------•-------------•-----------....................--------...------------------�..,�,..J� Other pier pad sizes x
� i (required by tha mf�.) x
x
� Draw the approximate locatfons of marriape x
wall openinps 4 foot or preater. Use thfs x
marrla awall plere withi 'ol and of ome per Rulo 1 "' "'� symbol to show the piers. X
X
List all marriaqe wall openinqs preater than 4 foot x
and their pier pad sizes below.
ANCHORS
--...---�--�...............� ---. .... .... ..................... ........ ..... . ......----�-----.........---... . Opening Pier pad size
..........�..........�.........:....�.... ....�....�.....�.....�....E. ..�.....�.....�...�....�..........�.....�.....i....�....�.....�. .�...T....�.........�.....�..........�.....�.. ......�..... 4 ft ---x--.. 5 ft . --- -- ---
� . �....+....�...............+..........�.....,....�..........
�..........i.....�.. .;.....�.....�........�.........�.....�..........f....�.....f.........T....{.....�.........�.....I..........:....f....� ; �-- -._�.....-----�---'----'....._... FRAMeries
....� .. .�..-� --.. ..... .. _..�
f---�� T--.. ; f..... f--...�-. ...�---..... ...i... ...�.. � � � x
--...{.---.._...E. .-f---�-�--. ..-- -.. .......
. ; . .._.... i ...t T �� � i
.... .r......... ........... ... .... .
..''_...
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T����' ( � wi hin 2 f nd of home
�:::::....T..... .f.::::::: ,..::::� ...f..::�:::::::::.i.:.�....:: ....._.......... t o e
.. .... ..................... . .... . ...
� ��
...� x
i � --.1...� ...�....�. ...�.... ....�....... � � 4 c
............
�'���� �"�������1'���'�� s aced at s o
; �
..:....... .... . . ... ..... .....
...............................
; � �---- � p
1�:::.:::::�::::�::.::�:::::::._1::::.::.�1::::�.�::��..-:.��.:::::::1::::----�--�--�::::i:":�.1�::::�:::1::::�:::�1:::::::::::...:�::::�::::i::::.�::::.1::::�...?�:�.::::::I:::-��--::.1::::::::�:� OTHER TIES
. i......... i �
�..........{.....`.....:..........�.........i.............�.............................7.... �.....1.....�.....I..........�..........�....1.........�..........�..........�.....`.....�.........{ 71EDOWN COMPONENTS
E�--......�....1.........................4..............�r....�...................�..............�.....E....}....�.........;...............�.........�....�_... .........t�.....1.....{.........� NB mber
�---�----:-.._....:_..--�--..�........-1---�..--�.... ...I....-�-...�.....�-.... f...�...-��--��� I-...�--�-�---�f----.�--..� � �. � �........-�V----�f---�-4-�-��--�- LongltudlnalStablllzingDevlce(LSD) Sidewall
� : I-� E•�-•t• i------ ,- r-••-T---- •�-�-----�-•--,
� � � � � /y
� �
1 , � � � 1 � i r Lon itudinal NA
1 � � : f : � � � Manufacture
}....................j_..................'....�.....�....: .T....�...T......""'�_'".............."'"'"""". ...1__...._..1.... .{-.... t ' '__ '._ - _- _'� �1
: , + ; f � ;... f.....�.....f... , ; I � � � i � r....�...., �----.;.....E._...�.........,
� '" � � � i ----- -- -- — ---
i.....�.....�..........�.....�.....�.... ....�....�.....�..........i......................�.... ....�..........`......... � � y... ,.....�....:.....,..... Lon�gitudinal Stabillzin�Device w/Lateral Arms Marriape wall
f.........:.....�.... . . 1... �.....�....�
�...................:.......................... �. .., . �...( .. l . 1............... .� Manufacturer O(iver7echnpl�a_i_e� Shearwall
:.._.I....!...fi.....!....1.....1.....�.....f.....�.....t.....�....1..�.....::........:....�.....�..:.�...::�.=..1...�i....I_...:....1......,..:..1.....[..�......C...I...]...�.J....;.........�.�..
� � ..- - - -.�........... . f
PERMIT WORKSHEET a e 2 of 2
p�R'MI`T NI IIIMRFR
� r����n■ •�v���wr�a ,
Slte Preparatlon
POCKET PENETROME7�R 7ES7 X
Debris and orqanic material removed •
The pocket penetrometer tests are rounded down to �� psf Water drainape: Natural Swale Pad Other �
-- - --— -or ctleck here to deciare 1000 Ib.soil without testinp.
—
– asten ng mu t=w e un ts--- — —
X�� X,�� X�� "
Floor: Type Fastenar:---_-__-.-.-- Lenqth:—____- Spacinq:__--_-_----_--
Walls: Type Fastener: Lenpth: Spacin�:
POCKET PENETROMET�R TESTING METHOD poof: 7ype�astener: Length: Spacinq:
�or used homes a min.30 qauqe,8"wide,�alvanized metal strip
1. Test the perimeter of the home at 6 locations. will be centered over the peak of the roof and fastened with galv.
roofinq nails at 2"on center on both sides of the centerline.
2, Take the readinp at the depth of the footer.
Cti85kBf(weathemrootlnq renulramant)
3. Using 500 Ib.increments,take the lowest
reading and round down to that increment, �understand a properly installed gasket is a requirement of all new and used
homes and that condensation,moid,meldew and buckled marriage walls are
a result of a poorly installed or no gasket being installed. I understand a strip
X��� X�(.� X� of tape will not serve as a gasket.
Installer's initials
70RG1UE PROE3�7ES7
Type pasket Installed:
The results of the torque probe test Is�inch pounds or check Pg. Between Floors Yes
here if you are declaring 5'anchors without tes ing . A test Between Walls Yes
showing 275 inch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes -
Note: A state approved lateral arm system is being used and 4 ft.
enchors are allowed at the sidewall locations. I understand 5 ft weatherproofing
anchors are requlred at all centerline tie polnts where the torque test
reading is 275 or less and where the mobfle home manufacturer may The bottomboard will be repaired and/or taped. Yes x , Pg.
requires anchors with 4000 b Iding capacity. Siding on units is installed to manufacturer's specifications. Yes x
Instalier's initials �ireplace chimney installed so as not to allow intrusion of rain water. Yes x
ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Mlscellaneous
Installer Name Llonel Easler Skirting to be installed. Yes x No
bryer vent installed outside of sk(rting. Yes x N/A
Date Yested e/3/2o16 Fiange downflow vent lnstalled outside of skfrting. Yes x N/A
Drain Ilnes supported at 4 foot Intervals. Yes x
Electr(cal crossovers protected, Yes NA
Other:
�lectrlcal
Connect electrical conductors between multi-wide units, but not to the main power
source. This includes the bonding wire between mult-wide units. Pg. NA
Installerverifles all Information glven with this permlt worksheet
„m �a Is accurate and true based on the
manufacturer's installatlon instructions and or Rule 15C�1 &2
Connect all sewer drains to an existing sewer tap or septic tank. Pg.
Connect all potable water supply piping to an existing water meter,water tap, or other
Installer Sfgnature Date_ s/4/2016
independent water supply systems. Pg,
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MODEL!�261-1443
1 BEDROOtY1,1 BATH
ACTUAL SIZE: 13'�"x 43'-0"
ARF�4: 466 SQ.FT.
PORCH: 106 SQ.Ff_
TOTAL AREA: 572 SQ.Ff. 43'
35' 8'
9'-4" 8'-4" 17'-4"
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s � L k 'r�
^� - Bath � �; Dining GFl
Bedroom � F Living
, - �� R'oom� Porch
I � � �W D � P 1 Fmi haD O Fai pw
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� �9'-4"�3'-9" 13'-6" 8'-5" 8'--I
■ � �� `�"� 261-1443 � BLACKLINE � L'101
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MAHUFACiUYED lEAUiI FULLY`
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f'-2'�I�-7 1 7 7 0 7'9" 7'10 2
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I 1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED
I ;__; BLOCKING SIDEWALLS AND EXTERIOR WALL OPENINGS 48"
OR GREATER. WILL REQUIRE BLOCKING ON EACH SIDE.
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' � ���� ��261-RH1431Z �PIER FOUNDATION �. F_1�1
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STEP 2. DES9GiV FFZA9VIE SIJPPORYS
(Fiornes Withoaat Perirneter �locking)
DETERMINE LOCATIONS / � //
i All homes require regularly spaced supports along all main frame I-beams.Select spao- Spacing frame supports,
ing between supports and sketch them on the support plan.Keep in mind that frame sup- There must be a support lo- ��
� ports under homes with 8"deep I-beams may be no more than eight feet apart.Those cated near the end of each
I under homes with 10"or 12"deep I-beams may be no more than 10 feet apart Generally, �-beam such that there is no
I greater distances between supports will require larger footings. more than 24 inches of
I Figure 10 shows typical frame support locations. beam past the edge of the
support.
I
Slde Wall(Perlmeter Pointioa�Piers �
Requiied al Openings 4 fl or Greater I
I / t Door Plers
( { I�eam Ffame
I F C
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Marrbge Wa0(Polnt-load)Pters Figure 10. Typical support
Requued af Opentngs 4 8 or Greater locations for homes not
� �—,�, requiring regularly spaced
Frame P(eis perimeter supports
lI
or {-Beam Framey
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IPorch Post P�rs ,
IDoor Ple�
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� CALCULATE LOADS
Use Table 6 to determine the loads on frame supports.Find the column with the appro-
priate roof load and section width.Find the row corresponding to the selected support
� spacing.The number in the intersecting cell is the load.
� Loads on all frame supports can be assumed to be equal if support spacing is equal.
I However,if different support spacings are used then each support with a different spac-
Iing should be calculated separately.
Note the location and load required of each support on the sketch.
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I TABLE 6. LOAD ON FRAME SUPPORTS FOR HOMES NOT REQUIRING PERIMETER BLOCKING—Ibs.
-•• - -
I � ' - � - - .� - -
I - - - - - - -
I 2490 2820 3140 3600 2810 3170 3520 4030 3120 3520 3900
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- -------.__._..___._�_ _.__--.--_---�--_-- --------�.- ----------.._.__________-----__
I • • 3730 �- 4230 ;. 4710, , Y 5400_ ',.,:4210 4760 :. 5270 6040 ,_4680 � 5280 5840
. __ .__---''-- - - -__..__---- ---.._.. ___._____.� _,_.u_�_._______.�_�._._....______.__..�--_.___.
I � • : 4980 5640 6270 7200 5610 6340 7030 _8060 6240 7040 7790
----------�----------_,,._.-----_.___----- -�--- .T:.__—_- - ---�- -., .__._�r__���___,_..—�--� -------•---�
I � --6220 _J..`.`7040, --- 7840 � -. ` 7010 7920 8790 ' -� � 78�00 8800 9730�
,..__t.....----°---..,_�..... _.
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I •• • • • � . � PHILLIP J_ 9
� CO�ND
i E� �S�g10�AL
(, r�c `ENGiNEER z}
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32035
A �
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�esS�onal E�cg
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June 1,2015
•
�,,,,,,,,.,,�,�,.p. Manufacturer's Installation Manual-June 2015 �9
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APPROVED PR4DUCTS
.� FOR THE
INSTALLATgON OF MA1�fiUFACTURED HOME�
MOBILE HOME SAFETY PRODUCTS continued...
Dba Oliv.er Technologies,Ins.
P_O_Box 58/467
�Iohenwald,Tennessee 38452
112AXIMUM PIER LOADS IN POiJNDS BASED ON SOII,VALUES
�I�I Pad Area 1,000 Ib. 1,SOO lb. 2,Q0011�. 2,500 lb. 3,00016. Remarks
Conf ration s .ft. so� soif sail soil soil Maa.
1 b"x 16" 1.77 i,770 2,650 3,450 _ 4,420 5,310 5,�10
lb"x 16n 1.78 I,780 2,660 3,560 4,430 5,340 5,320
16"x 1 S" 2.0 2,000 3,a00 4,000 5,000 6,000 6,000
�� 6"x l8'/z"(zounded) 2.0 2,OQ0 3,000 4,000 5,000 6,040 6,000
S %z"x 18'/Z"x 1�/16" 2.360 2,360 3,550 4,730 5,97� 7,090 7,090.
� 18%Z x 1.8%z"x%4" 2375 2,375 3,563 4,750 5,598 5,598 5,600
13 %4"Y 26%4" 2_4 2_375 3,563 4,750 5;938 6,400 6,400
1 T'x 22" 2.5 2,500 3,750 5,000 b,250 7,SOQ 7,500
20"x 20" 2_75 2,750 4,125 5,500 6,875 .$,Z50 8,250
1� %z x 22'/�"(rotu�de� 3_0 3,000 4,540 6,000 7,500 9,�00 9,000
` � 17'/2"x 25'/z" 3.0 3,000 4,500 6,000 7,500 9,000 9,000
.�
24"x 24" 4.0 4,000 6,000 8,000 8,000 8,000 8,000
2l'.13"x 29.13"(rounde� 4_0 4,000 6,000 8,000 8,000 8,000 8,000
23 %4"x 31 %4" 4_698 4,698 7,047 8,000 8,OU0 8,000 8,000
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I PAD CONFIG`URATIONS
Pad Aescription Pad Area 1,000 lb. 2,000 lb. 3,000 Ib. �
amid Footer Confi aration .f� soil soil soil
� {Z)13 14"x 26'/4"as a base and(1)20"x 24"on top 4.8 4,800 9,600 N/A
Three(3) I T'x 22" 5.0 5,000 ]O,OOU NIA
' Three 3 1�'/2"x 25'/z" b_0 6,000 12,d00 N/A
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CAP BOARDS
i NiODEL# IDENTII+ICATdUI\T DESCRIPTION
OTl CB 1 � Plastic Cap Board 1"x 8"x 16"
IOTl CB2 Plastic Ca Board 2"x 8 x]6"
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The cap boards were test on CMIJ pier(C90)with e�ther a single or double stacked cap boards.
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" R 'sed 10/10 l]
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