HomeMy WebLinkAbout15-16646 . CITY OF ZEPHYRHILLS
' S335-8TH STREET
(sis)�so-oo20 1 46
BUILDING PERMIT
PERMIT INFORMATION� � LOCATION INFORMAT ON� � '
" Permit Number: 16646 Address: 39537 VALDERRAMA LN LT202 �
Permit Type: PARK MODEL ZEPHYRHILLS, FL. i�
Class of Work: PARK MODEL SET-UP Township: Range: Book:
Proposed Use: RV PARK Lot(s):202 Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 2,400.00 OWNER INFORMATION
I Date Issued: 10/22/2015 Name: NHGFL115 LLC
Total Fees: 1,053.00 Address: 39537 VALDERRAMA LANE
Amount Paid: 1,053.00 ZEPHYRHILLS, FL. 33542
Date Paid: 10/22/2015 Phone: 813-783-7518
Work Desc: REPLACE PARK MODEL 14 X 37 .-�
CONTRACTOR S - - � � APPLICATION FEES "
EAS ER,LIONEL L. PARK MODEL SETUP 60.00 PA K MODEL ELE TRI 40.00
CRANDALL,RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 40.00
EASLER,LIONEL L. TRAFFIC IMPACT FEE 99% 864.27 TRAFFIC IMPACT FEE 1% 8.73
BAHR'S PROPANE GAS&A/C, INC. I
�
�
. l� � � - I �
J�-�S
,
� . � � ' Ins ections Re uired � , � '
`P' R DEL SET-UP '
PARK MODEL MECHANICAL
PARK MODEL PLUMBING
PARK MODEL ELECTRIC
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
may be 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.
"Warning 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
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
- I
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
:�' - y�
_ .�
_ _ -:�,._,_ ;._
... ..�
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �s/e/� ��
Date Received: ��l�
Site: ����� l� Cc'l��/`�''�r�r'c C�/
Permit Type: _ l�xi c3 7 �,c� �r��e / ,�P�la«�,��-
Approved w/no comments: Approved w/the below comments: � Denied w/the below comments: ❑
f g
�
i
�
�
�
; � i,
, E ',
�
i
This comment heet sha�� kept with the permit and/or plans. ;
� �
� s�-rf �
Kalvin �'tze — 1 s Examiner Date Contractor and/or Homeowner I
(Required when comments are present) ',
�
e��-�so-oozo City of Zephyrhills Permit Application F�-s��-�so-ooz� ��
, Building Departrnent
Date Received �
Phone Conqct for Permitting
t � 1 1 1 1 1 � � � � � 1
Owners Name Owner Phone Number
Ovmer's Address �1 ��� Owner Phone Numher
� Fee Simple TiUeholder Name �TC Owner Phone Number
Fee Simple Titlehalder Address
JOBADDRESS V LOT# l�JZ
SUBDMSION PARCEL IOR I V��
(OBTAINm FROM PROPERTY TAX NOTICE�
, WORK PROPOSED � NEW CONS7R B ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q� SFR Q COMM Q OTHER
TYPE OFCONSTRUC770N Q BLOCK Q FRAME Q STEEL ��
DESCRIPTION OF WORK (�ILY
\ 2 �
BUILDING SIZE 1� � J SQ FOOTAGE HEIGHT
�UILDING $ . [v VALUATION OF TOTAL CONSTRUCTION � ���,
�ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY O W.RE.C.
�UMBING $ ��� /�
� r�p
' ECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
i QGAS Q ROOFlNG Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO �`,�
0 � ��
- (,rG,b��i�
BUILDER /// COMPANY � � 1 1 �� �
SIGNATURE (�! REGISTIItID Y N �curta�r� N
Address License# � ���
ELECTRICIAN COMPANY C� �l �l� �j�eQ 1.v��'���
SIGNATURE r�ctsr�eo ! �cuaaEn Y N Y�~
Address L License#
PLUMBER COMP.ANY '�1 11 1F-{ �
SIGNATURE rscisr� Y N �cuar�N N
Address l License# 1 D �
MECHANICAL COMPANY •
SIGNATURE r�cisrEaEO Y N �cuaaeN /N
Address � License#
O7HER COMPANY
SIGNATURE r�cisr�o Y/N �e curu�n Y!N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Buiiding Plans;(1)set af Energy Fortns;R-aW Permit for new consWction,
MiNmum ten(10)working days after submittal date. Required onsite,ConstrucUon Plans,Stormvrater Pians w/S�t Fence installed,
Sanitary Fadlities 81 dumpster,Site Work Permit for subdivisions/large proJects
COMMERCIAL Attach(3)complete sets of Bu7ding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permk for new construction.
Minfmum ten(10)woriting days after submittal date. Required onsite,ConsWction Plans,Sto�mvrater Plans w/Sllt Fence installed,
Sanitary Fadlities&1 dumpster.Site Woric Permit for all new projects.A[I commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
««PROPERTY SURVEY required for alI NEW construction.
Oirections:•
Fill out applip6on completely. �
Oxmer 8 Contractor sign badc of application,notar¢ed
If over 52500,a Notice of Commencement is required. (AfC upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)woutd be sameone with notarized letter from owner authorizing same �i
OVER THE COUNTER PERMffT1NG (Front af Applicadon Only)
Reroofs'rfshingles Sewers Service Upgrades AIC Fences(Plot/Survey/Foofagej
Driveways-Not over Counter'rf on public roadways..needs ROW
� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this pertnit may be subjed to°deed°restridions°
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any �
applicable deed resVictions.
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 Inspedion Divisior�Licensing Secction at 727-847-
8009. Futthermore, 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 properiy licensed and is not entiUed to permitting privileges in Pasco
County
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transporfation Impact Fees and Recourse Recovery Fees may apply to the consVuction of new buildings,change of '
use in existing buildings,or expansion of ebsting buildings,as specified in Pasco County Ordinance number 89-07 and I
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 pertnit issuance. Furthertnore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to pertnit issuance in accordance with applipble 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 I, the applicant, have been provided with a copy of the °Florida Construction Lien Lav�Homeowners
Protection Guide"prepared by the Florida Departrnent of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owne�',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 consVuction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indipted. I certify that no woric or installation has
commenced prior to issuance of a pertnit and that all work will be performed to meet standards of all laws regulati�g
construction, County and Cit}r codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended woric,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agenaes include but are not limited to:
- Departme�t of Environmental Protection�ypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/WastewaterTreatrnent.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unft-Wells, Wastewater Treatrnent,
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°V°unless e�ressly pertnitted.
- 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 lime of pertnitting 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 wiih 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 pertnitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate pertnit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning,gas, or other installations not specifically induded in the application. A
pertnit 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 authorrzed by such pertnit is commenced within six months of pertnft issuance,or if work author¢ed 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 forthe extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT AAAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WIT YOUR LENDER O AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed a�swom to(or aft'eme�before me this Subscribed and om to(o ffeme�before me this
by by
Who is/are personally known to me w has/have produced Who isfare personally Imovm to me or hasfhave produced
as identification. as identificatlon.
Notary Public Notary Public
Commission No. Commissbn No.
Name of Nofary typed,printed or stamped Name of Notary typed,printed or stamped
� --
Majestic Oaks
�ot #2Q2
40'
Side lot lines have ditional6'-fi"
inimu Spacing belween se#backs to exssting tructures.
ctur 13' "� �
13'4"
._„ Jacobsen
Parlc Model
7 ' � �
i �tl
w
ALL WORK SHALL COM LY WITHALT,
pREVAILIN CODES,FL RIDA BUILDING
CODE,NAT NAL ELEC RIC CODE AND
7� ��� CITYOFZB HYRHILLS RD�VANCES
�
a fJ
�V���,�.���� C! ; � � (�'
�i�`�f��� ���- �
��,���� � r ��li@..�.�
,.'� ,�`�i�1�� ��
12'
Minimum Spa 'ng between
Q� Structures '!3'
�U4RT
� PERMIT WORKSHEET page 1 of 2
PERMIT NUMBER ��
Y I�C._I S License# �-r1l��Z� � New Home �Used Home ❑
Installer � �
Home installed to the Manufacturer's Installation Manual
Address of home ��� UC�(��.1 rQ1Nl� l� ��U� Home is installed in accordance with Rule 15-C ❑
being installed �
, �J�J Single wide 0/Wind Zone II ❑ Wind Zone III �/
- �
Manufacturer � Length x width �� ��� � Double wide ❑ Installation Decal# 2Q�o��
NOTE: !f home!s a_sing/e wlde flll out one half of the blocking plan Triple/Quad ❑ Serial# ���� �Q�
if home is a triple or puad wlde sketch in remalnder of home
- Roof System: �ypical Hinqed
I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACING TABLE FOR USED HOMES
where the sidewall ties exceed 5 ft 4 in.
Installer's initials �oad Footer
� " ' ' bearing size 16"x 16" 18 1/2"x 18 1/2" 20"x 20" 22"x 22" 24"X 24" 26"x 26"
Typical pier spacing capacity (sq in) (256) (342) (400) (484)' (576)` (676)
2 1 ,/ � �ate�ai �
�_ ,�� '
I Show locations of Longitudinal and Lateral Systems ' " ; ; '
longltudlnal (use dark lines to show these locations) ' '
i n i i �
� � i �
� � � �
* interpolated from Rule 15C-1 pier spacing table.
PIER PAD SIZES
��
I-beam pier pad size 1� � �Z a ize n
x
Perimeter pier pad size M1Y1��0�\ X��0„ x
x
---�"" �" � Other pier pad sizes X
---------------------------------•------•----•-----------•-------------•--------------� ---- .
1 �,.,�� t ,.,; (required by the mfg.) X
x
Draw the approximate locations of marriage x
wall openings 4 foot or greater. Use this x
�•�� •••� symbol to show the piers. x
martiagew plerswith 2'of end of hom per Rule t C x
Lis II marriage wall openings greater than 4 foot 6 x
and th ' ier pad sizes below.
ANCHORS
............... .......... ---- p ni 9 ze
, t • - r-- � --°•r-°- f I J ` .�....r--.. ...�-- i
� � � i �...............�...........�._..-�---�,---�-�--...._..... �....---- 4 ft � 5 ft
..... [ T--..i:::: �..... l � ��--�-�--.-..... ,......---�-- ���--��!--.� �
:..........� .........:..... ,
I r �. .�.......t"'.Y.... ..�.........-f-"--'...',-'_'. � i-' � 4-...,'-'_" �.'...�'...�-""�--"'�""......�_..:....�....�
i ; i i ; � i i � i i i ; ; i I ; � i � � � �
i "
..-'-'--- -`:................."-'--
�---_�.....�. .-f. .�.-•' f ��--.-t".".,- ."r. i � i f � -�-�---i-��� -- .i._.._:.._ ...i--... .._. .i---�'--�-�-- � {---� --f----.�.-.i--..1.. .�....i METIES
- - �-- ;-- i
.._., ._ � ..F.....-_ � a.....;. .E. ....-� '- ' � •�-�••---'--._�.._..�. - -•-+�--�-i-�-•-
_; . FRA
f T'--------.... �.. f---f-....�..... i f".._... .. �._....._.... �--- ��-- -�
��--..,...-: 1 1 .,, � � � t� , , 1��-�-��---;�--�; �............. �...i T ��; j I � � � , ...i
..........__.... ....---� -�--.... ._--�--�.................. . .
.. ._..--
— - ---f•--- �
i � ...f l. .._.... !...�.... r---� � r-•-i--, � --i �--�-- i within 2 of end of home
. .. , ..._�-_
�.... --
'r....*....�..... ... .. . � - � ... .�..... .,..---.............. . �......._..-- i n
'--° '--...... ....
........---
- - - - aced at 5 4 oc
�...i i I �...... �.. }. �..--�I f.."i�.-':----- f� i � I I � i i i � I 1�----�---j--�-,----1•-� sP
1::�:i:::-��---a:----1:::::�:---I::::.i::--�-�--1�:::.�::��?�:::i-::::;::--��--�-�-����:-�-1��--���----:::::1�::::T.:::i:�::i.:::;::---,:::.�, �.......... ..........r.--.;_...;..........
� ; � ; i � ' � -��---�--�-•�- � � j I � ( � -�----�..._.,_...�...1--._}.. --°- `----4----�.....I TIEDOWN COMPONENTS OTHER TIE N
.,.....�.....� � � �................... _ 1_
�_. t.........-t....................., � ; ; ; .t....;---�------- --t--........,....�.._..t.... -,-- , -i r
� : , - �-;----..., ...�--._. ..'--�--....---
F---..�..._�.....�.....J_.._!..--I..._{........_.�..---.._i..._t__.J..--���----i•....:._._!.....'..---... .�.__`..-�-�---i._...{..__... ' i--��••--��-•--4-�--� � i j ' �••--�
� ; � � � i � � f � f � , � I � � i t ; 1 ° ' � f i ; ' i � ( 1 ; � i ' ' Longifudlnal Stablllzing Devlce(LSD) Sidewall
, ,
, , , , , , ,
�
--+- ---��---.....->----�-�-. � �---- --+--•--�.....;--�-��-- --�- •-•�---..+----- �•-----...f...-:-.-.-�_.-,
, . . r , r ; i T-�--;---�1 �-- ; , , -•;--�-���-�-- -r- ; r --t--�r-----._..,----•1-•--;--...t---••, r r , ' Manufacturer Lonqitudinal
; � : , ; ; i • � � � ; � ...; � ' � � ; � � ; ; _
� ;.---�--.... .;--' � • � �---- -- �-��----�--�-��---�--�� '- - �
r--•;-�--a---�-i---�----�--............. . �.. -,-•--�--�---�-�----�-�- -�---- --... .
� . . ; � ! ; ; ; � : � � ! � • �" � : � � i---��--'• �-��--�-�-•-�{•--�•--�--i--��-�--�--,-�-�-�--�-± ongftud/nal Stakilizing D�vl e d Late�ral Ar s Marriaqe wall
1 _.. 1...°(-°°r--'-�t'--.+.... j.....'--...:....�--._.;. ._�..._:---.1_..._....:...._.....{.___:....{_-'-�--'-:--...t...�--•';-'..i_. .�.....�_'-y---•-f----:--'-;--'-'---•-h-"-'� .
� 1�������j ; � ; I ���� :.__,_._ i i � : � � � � : ; � f i i � I Manufacturer (7�L a �f 1 e�In-1'�O\l�� Shearwall
.... ,.._......... ...........�.. .�..--- • --•�-•---. ...,.........._. ..---�----,...... � ---� - -•-+�---•-- •
�. �...-T•--• r�--• � � ( i ; ��- , � ------.�.... ....�.....1 G - , ---�� ,
r---- , • --�-�--;._. ' .�.. ;....L...._...:.- i. _i...;._..! -�---�---`---i..-��----'-�-�T�-�-� -��-�!---�---�-�-�--�
�.--.t..--=��--a--�-�-�---!�....:.....:...�- -:..---�--... ._-� ' ' �-� ---
PERMIT WORKSHEET a e 2 of 2
PFRMIT NI IMRFR
■ r�u���■ ■�V�Orr�a
� Site Preparatlon
POCKET PENETROME7'ER TEST `/
� Debris and organic materfal rem
The pocket penetrometer tests are rounded down to 1�f�Psf Water drainage:Natural Swale Pad Other
� or check here to declare 1000 Ib.soil without testing.
X� �( ,�-,,�� X,� Festenin multi wide units
�)��
Floor: e Fastener: Len�th; pacinq:
Walls: ype as Le Spacing:
POCKET PENETROMETER TESTING METHOD Roof: Type Fastener: en ,
For used homes in.30 gauge,S"wide,galvanized metal strip
1. Test the perimeter of the home at 6 locatians. will be cen over the peak of the roof and fastened with galv.
roofing ' at 2"on center on both sides of the centerline.
2. Take the reading at the depth of the footer. �
G8Ske1 fweothorarootlna reaulremenq
3. Using 500 Ib.increments,take the lowest
reading and round down to that increment. I understand a properfy Installed gasket is a requirement of ali new and used
homes and t at condensation, mold, meldew and buckled marria e walls are
a result of a poo ' stalled or no gasket being installed. I und tand a strip
X�� X (�� - X�� of tape wlll not serve as et.
Insta ' s
• TOROUE PROBE TEST
' Type qasket � nstalled:
The results ot the torque probe test is�inch pounds or check Pg. Between Floors Yes
here if.you are declaring 5'anchors without testing , A test .._ eetween Walls Yes
showfng 275 Inch pounds or less wili require 5 foot anchors. • Bottom of rldgebeam Yes
Note: A state approved lateral arm system is being used and 4 ft,
. anchor8 are allowed at the sldewall locations. I understand 5 ft Weatherproofing
anchora are required at all centeriine tie points where the torque test
readinq Is 275 or less and where the moblle home manufactur,er may The bottomboard will be repaired and/or taped. Yes t�'Pg.
requfres anchors with 4000 f( b hQlding capacity. Siding on units is(nstalled to manufapturer's spec(fications, Yes�— w
� Installer's initials Fireplace chimney Installed so as not to allow intrusion of raln water. �es–��
- ALL TESTS MUST BE PERFO MED BY A LICENSED INSTALLER - - ' - -M ellaneous - - -
Instalier Name ���{n,Q � a� Q � Skirting to be instailed. Yes No
Dryer vent instailed outside of skirting, Yes�N/A �
Date Tested � Range downflow vent Installed outside of sklrting, �s N/A
_ , Drain lines supported at 4 foot fntervals. es ✓ �
Electrical crossovers protected.-�es
Other:
Electrlcal
Connect electrical conductors between multi-wide units,but not to the main ower
source. This includea the bonding wlre between mult-wide units. Pg.� Instalier veriftes all informatlon given with this permit worksheet
um na is accurate and true based on the
manufacturer's installatlon Instructions and or Rule 15G1 &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 Signature Date� Z��
independent water supply systems. Pg. �
_ J
i
• v
�1�e lm�perial .
`_ _ - - --� �- -- - -- -!
X �
1 �p �t� � 7'NZ"'X�o� {
I �`�x'��� .�n � au'�x R� j M
t ,� t
I �� I
Inr' '"` "°'°°°°'�` J
L
�
a�.�r�.�rrc
����
��'s�� � ���i��y
492 SQUARE FEET
Court � Saf� Harbor+ Flartda 34693 ■ Tdc�phan� (727) 724-1138 �Q���• ���lif7./•''i�li��� .. .. .
600 Padcard �Y
���;,� www.,�chames;com jFloor—P1ans �p16 cw.�����
��zar�s n e a p os-o�-,s
;, � '! .
. �
.. . . , �
' .�-------�— �.,� �
. . . ��'` --� �—
, �� � .
,�-----
� �D l l..Q �C�c�bSP_..�'� , l�1 ` x ��1 ` .
� �c� �� Yv1� .��c�.C�ir-�'� � � � . .
a
1� �c��3 ,p��' ;
I � +.
� — I 1�»..�� k ,
���� ,
{� �e.� �.:v�.��� �
C.l�� I�, ,� x � �'�5 �
� �
- �.o�a� � ���������n ��c�; _
� — �TiP..�c�t�r�
,
�JI�t.C� '�.t1'�.6�l.� j'G.� „ ��.
U�1 '--1 � C�.l�C'.,d'�Q f J•
�
:.
�� � ., �� �.
i � '�
_,;�',�� _� _ _
;;::,.,,� s�.�' `u�;fi�-....._"-�,,-.,_,.. :�,; — ' -- ;,;;;:,ri-.:.�:�.-
'. ::�_.. ;;r�; : ��.�::?���...
� ;�; `'`'. _;,,-;;��� �: ;,�• __ . .;�,F�,:::,_.: -
>--,.�
, � , ._�':��� -z`���-=.. ° . -.. .. x„�... ss�ty,r,'_'_` . _ _ .
y., .� �� 7:.,•.
���. ...a;,r,-,;=is:
� • __. _
i
� .
#
� ��° � �" :� �oo� :���
. � �� �� �.� -
- ' �AXtiu�U� 1—BE�A� PIE� SPACING �
: � �s aax t���c�rrn=�taar�� .
�Op(� �A):!AlIU�f P1ER SPACiN�G tS41L BEA�tNG CAPACIN)
� W�DTH �oon �PS� #� �� �v �� �s� �} � �} �€� �ps�
;
�ur�� � e�r �r� �rt� �� ��
1�'�C'�R� 5�` ?� 1tf�r� '��a i�i"� �'us
'i
4 16fY't'AD£E!l1A� ,'�ii 6'�1{�' 9+� ` i�g`+t+ze f�Y'::— 7'��
� 184'�El.BIIt� . 4�Y' 6f' 83 �x. t2i11"e� t�0°�ss
t -
� 7@!.#�t CA�+lAL7IY 2�#7lSS� a'"�6 f8�`s 5�84 i�`s 6!�l,6�. 7?9218� 9�iBS.
�
: CEUIi�tB#7'�[�'d aR 12r�S�A S'A�1�f�i3 B8�!S9E'a�i
� .
�
�7iR `I�'� 1�� S� P.� SU—�i--Q��..
,,.,� ' . �p��c�
. �e��}
- �.r�t
��
��� � � �
S�'1�C�.Y �N P� P.�3
: ' , ♦�ec��,���,�°�a,�� �GA[.C.RC�a.
._ �,�o�`�a-�,%€�--_�_��'�`,�°„s c-su-"49 04
; � � `
� . o .
. L �i�S t!'�'�tl�1"�'i��1p'�. �`�+' : a 1LOI�i JfL�3dPA:
�JlT�"c.i���Fi��» ,°. � -
~ � Z '6l�'�f�li�IL��E�p�'� o�• � � � �HY
+F�'r .7I4't����lL$3i�� o,�� "�:f� � c' a°
� ���� *�"p+4�`h' :�tt e° B�c OO,ZOQs
r Z ltt0'H� lk�Rt�1�ffilGfi��t�� -0"���'�.������"��v� �� ����.
� tfO�S�� , o�s��'�������ya ��„°",��
+� �TCl��giS3'�ffi98"i-B"el�S/tif�+���{�
Tk't-@�Jfi�S.{�"E�f$��tj���F��t='�E�
� �dt8 tS[b'S't9A�46"QCj� -
� �.�.�}}B`�� $�� '��r.��s� �� �.� °� i'f-2� ��t�
� PQ.�7[.'� �� `� �
� . c�s�su�.sr..r._.�.��s� 1�'�22'`P1ER SPI�111 `—
� ti � �� ������ ��
� i � sss�,�r-•��t� 5�3�^�?J=0D�7
3 � �
.,
r.
as�-�a
-�erwro ra�t rtrt�r vax ta cc�r+u to
ow�wa n+��uaeKa can s�a�wr�o
on�at zr eaxrmx. sEE iAeu:s SIt�EWW�d.t.11[�N�iCRS
� �r Fopt sp�qria B4'O.C.MAX.SPACtNG
� TYPICAL 80TH SIDEWAil�Sf� SEE NOTES AND TJ1pLES
•••sP,4cnac;cMewcss w�n�HosT BEAM. OM PAG£2 OF 2
E%POSURE D.AND'NlGti SIDE'OFFSk'[S.
5EE SETUP MANUAL FOR SPECIFICS�s• el�tE x�rotcwl�aiva:
estu�ALL AtraMn toc.
!
I � N ����
� ��
l.BEAM-(NfN.BEQCKING SPECEFiG�T1i8N5 r� t„�
� y � �sw��ww���r.w�r�� �N �< �
< � �
r+www�r��ww���r�rwu
'�� � y�� ���w��o+�a�oai�twr � � �
$ d
�� �� ��>
� � �� � �
O •8 1 8&4•O.C.MA7f.STRAP SPACING
�S �7,OOR 0lPAN.T,.TIFrDOMM�IRAP�
4��.G. ti. ...� �
S6E NO'i'ES AND TABLES OM PA�aE 2 OF 2 REfER SO SU•01�OOOD FOR
SEE WARNINGS ANP CA4TIdN5 ON PAGE 2 AOD'L PIFR REQUIREMENTS raw�
JACOBSEN HOMES �To nie.rACOese�HoMes sEruP auwuu�wa =�-�
�o raoic s��.roo wwac�o� AQDENDUM FQR COMPLETE INSTALRATtON INS'iR�7CTi0hS
wnr u,��ow.w�u s�r�r
aa��wo� � HUD WIND ZONE-3 THIS BI.00KIN&Ot/IGRAM IS PROVIDED AS A CQURTOt�SY ONLY.rHE uc��c ser-u�
HUD WIND EXPOSURE GATEGORY•C GC�NTRAC�dR�iqt,6 REV1Eyy'iH13 DETAtI ANG VE�tIfY COMPL!lWCE.THE UCENSEQ
- - PaGE 1 aF 2 SET`UP CONiR/1CTOR IS RESppNSIBLE AND WAHIE FqR ALL INSTALl,ATION.
pEFER TO SU-01�0020.SU�O'1.0021,AND OTHER OETAILS IN THE SET-UP tNANUAL FOR MA%IMUM HEIG}tT••,
(iNIS iS NQT pESiGF{EQ.NOR 1N7ENpEp.TO 8E A STILT FQUNOG►Tt{Mq
. �
. �
❑�a❑ . JACOBSEN HOMES �[�[]� � �� � � ��
PO BmIC 36�, �00 PA�CAIlO Ct.
�AI�TY H�WilOil. ROROA �6Ylf �� 4 �
aa�a ❑o�❑ � �r�
❑\/f� �,�-„� ❑\/❑ � ���� �
. ��� �� � �
aQOa . � .� aaa❑ �.� � � g
��� �� �� �
lVOTE�a � "�j � . ����� � � I
, w ,...:m,�un.a w�.ovw�..s�wwM wv.e�.a.w.wt. �<� � � R ��
� ���o s��r��wnur�w.��a�w��■�an anrr�tw�r � � � ��
w��cr�a��uei�s�aewto�ae�w a�+�r�'es�n��wwt+u. �� � . �
ue � � �k
a. ���w�r.a��uoos�aa wwwnaN���. � � �
�
� .
s ��o��o�o���a�t�t uoc�n���. � � ������ �� � �
�. �wi,ni�m.roo��uutw�w,ws�■r wu�s.ow� � �8
w� u�
� ��To s�w�u�wowi wwM��ie owa�av uc�r.cour����a �' �<
��ewi���r�a���sa s�ts�---.� wo■mo�w.��war��a� < ��� � s �
w�ar�sws�aw���s�nr�nao�w.w�wQ�a�. � � �C �� ��
>r �Z��������������w��*�L��� '^ �� � • � Z '
L wiiL�A��n���!�Y�M f�if�'�N�fiRAl��I1t11��N��4�� V � � �� �i ��
v� . �► � � <
.. wrw.�w.iw�.wn.w�r.�u a.w.�.snw��.�es�rr.w..,NV...�. 2
wa.�os.�wo n,o..�,ww•.�o.a wuv..�..a�..wo son.w.w.w► — O � ��
�■�t�ws ao���t�w��au■a�a's.i�c���_we���u ww w�o Z < � � — �
1��-0owwieo wFO�oow�.�r�wrreai n�rena�a��w�nr w�a.. � � �
mir�.7foN a�.�ww■��r aoiwrwu�7�*o��■u�n�.ns w�rar� �� � � ����� � ' �
��w��w��m s�a�r. Q <
� � � . � . � � �
ta. ����r aY!�r��w�M����e�■ir t�aw�F�n�s�. �j ����s L C� ��<�� �
w��an w�s wroi�oio awo���u.�. �
:
MINIMUM MBEAM PIER SPACING AAATING LINE•PIER SPACING PBRIMETER PIER SPA�ING � o�
� S ZE(sq.�ln.) �000 teoo s000 2� s000 asoo �000 ��o �000 Yeao a000 �aoo �oco 9eoo a000 zeoo s000 aeao � �
I�+�i /I�oa �Meaa MtOL p►R �+�EF 1�/� p/MLL �rfa �r�Ci //� Mq• �+� �/�OL �+4 K�aa p/�OL �+�oL QT �
�� � 258 aq. In. � •� �a r �' �!� �4 e4 e4 es as e4 es as e4 e,t at es �E � �
� � � 842.25 Bq.1t1. � �� r� � � � 84 64 B4 B4 84 84 84 84 e4 84 84• 84 �
� , Q 386 sq, 1t7. '� �� �� � � � 84 84 84 84 84 84 84 84 84 84 84 84 �
� ��� � 400 sq. III. �r �� ��' � � � 84 84 84 84 B4 84 84 94 84 B4 84 84 �
�i � 4�2�876 BC�.1�1. a � � � � � 84 84 94 84 94 B4 84 sA 94 04 84 94
Q 576 sq. In. K � � a! � � e4 64 e4 84 8� e4 84 B4 84 64 64 84
Q 878 9Q. �11. Or � � � � � 84 84 84 B4 84 84 84 �4 84 84 84 84
MIO N1D I�O Nq IQO
°°^'°""' O t°°''''"°°"°"'°"'e�u�eT'"""'°"'"�°'a°�"�`'""'"'"e.°"�. HU�D N�lll�E%�P09U�GTfAORY.c ' PAGE Z OF Z
1;
a r_l
• page 1
OLIVER TECHNOLOGIES,INC. revision 6/07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 °V"SERIES ALL STEEL FQUNDATION SYSTEM
MODEL 1701"V"(STEPS 1-15)
LONGITUDINAL ONLY•FOLLOW STEPS 1-9
FOR ApD/NG LATERAL ARM:Fo/low Steps 10-15
FOR CONCRETE APPLICATIONS:Follow Steps 16-19
ENGINEERS STAMP ENGINEERS STAMP
1.SPECIAL CIRCUMSTANCES: If the following conditions occur-STOP! Contact Oliver Technologies at 9-800-284-7437:
a)Pier height exceeds 48" b) Length of home exceeds 76'c)Roof eaves exceed 16"d)Sidewall height exceed 96"
e)Location is within 1500 feet of coast
INSTAI�LATION 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 with or below soil.
SPECIAL NOTE:The longitudinal"V"brace system serves 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.
INSTALU4TION OF LONGITUDINAL"V"BRACE SYSTEM
NOTE: WHEN INSTALLING THE LOIYGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBE TEST READINGS ARE BEIWEEN
175&275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276&350 A 4 FOOT ANCHOR MAY BE USED.USE
GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4".VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA REG.).
4.Select the correct square tube brace(E)length for set-up(pier)height at suppo�t location. (The 18°tube is always
used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 1.25"ADJUSTABLE 1.50"ADJUSTABLE
(Approx.45 degrees Max.) Tube Length Tube Length
7 3/4"to 25" " - 22fl . . . 18�
24 3/4"to 32 1/4° 32" 18"
33°to'41" � _ � 44" - �-" .18° �
40°to 48° 54" 18"
5. Install (2)of the 1.50°square tubes(E {18"tube})into the°U"bracket(J), insert camage bolt and leave nut loose for final
adjustment.
6. Place 1-beam connector(F)loosely on the bottom flange of the I-beam.
7. Slide the selecteii 1.25"tube(E)into a 1.50"tube(E)and attach to I-beam connectors(F)and fasten loosely with bolt and nut.
8. Repeat steps 6 through 7 to create the"V"pattem of the square tubes loosely in place.The angle is not to exceed 45
degree and not below 40 degrees.
9.After all bolts are tightened, secure 1.25"and 1.50"tubes using four(4)1/4"-14 x 3/4°self-tapping screws in pre-drilled holes.
�,STALLATION OF LATERAL TE4.�SCOPING TRANSVERSE ARM SYSTEM
THE MODEL 1101 "V"(LONGITUDINAL 8 LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZER PLATES&FRAME TIES.
NOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4".
FOUR FOOT(4')GROUND ANCHOR MAY BE USED EXCEPT WHERE 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 Ibs. require a 5'anchor per Florida Code.
11. NOTE:Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location.This frame tie&
stabilizer plate needs to be located within 18°from of center ground pan.
12. 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.)
13. Install the 1.50 transverse brace(H)to the ground pan connector(D)with bolt and nut.
14.Slide 1.25"transverse brace into the 1.50"brace and attach to adjacent 1-beam connector( I )with bolt and nut.
15. Secure 1.50"transverse arm to 1.25"transverse arm using four(4) 1/4"-14 x 3/4°self-tappinq screws in pre-drilled holes.
," OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555
1-800-2847437 Fa�c:931-796-8811
www.olivertechnologies.com
, � page 2
INSTALLATION USING CONCRETE RUNNER/FOOTER revision 6/07
16. A 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 minimum 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 system bracket installation is not required.. Footers 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.
LONGITUDINAL: (Model 1101 LC"V")
17. Wh�n�!sing Part#1101-W-CPCA(wetset�,,simply install the bracket in runnerlfooter OR When installing in cured concrete use Part#
101-D-CPCA(drvsetl.The 1101 (dryset)CA bracket is attached to the concrete using(2)5/8"x3°concrete wedge bolts(Simpson part#
S162300H 5/8"X 3"or Powers equivalent).Place the CA bracket in desired location. Mark boft 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 wedge bolts into drilled
holes,then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and IighUy drive the wedge bolts
down by hitting the nut(making sure not to hit the top of threads on bolt).The sleeve of concrete wedge bolt needs to be at or below the to�
of concrete.Complete by tightening nuts_
LATERAL:(Model 1101 TC"V")
18. For wet set(part#1101-W-TACA)installation simply install the anchor bolt into runnerffooter. For dry set installation(part#1101-D-TACA)
mark bolt hole locations,then using a 5/8°diam. masonry bit,drill a hole to a minimum depth of 3°. Make sure all dust and concrete is
_!•=�:•^�`:::"�`='�.^!�M:��^�';��^!±s;S�mpson part�tS162300H 5/8°X 3°or Powers equivalent)into(D)concrete dry transverse
__ _____ .____,::_�,::.:;,��;.,r�� «_..�_� �:�3 yammer and IighUy drive the wedge bolts down by hitting the nut(making sure not to hit
-_•••-_---. _...:..-- -..:._ :._. . � ..___=
the top of threads on bolt),then remove the nut.The sleeve of concrete wedqe bolt needs to be at or below the tou of concrete.
19.When using part#1101 CVW(wetset)or 1101 CVD(dryset),install per steps 17&18.
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. � _�r"-!?n �PIATEAND FRAI1/�T�LOC',ATION (needstr�
1��1�_-1_!'_-J�' �T1� :u���ICa1{�VI���VI�)
3. � LOCATION�LONGffUDWALBRACENG ONLY
� 4. �=���.!r"-._`'__��-�__-�-.-�.-._
REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1101 C "V"
�RO�CES FOR UP TO 4/12 ROOF PITCI-9
«
ALL WIDTHS;AND LENGTHS UP TO 52'
� � • • • •
• • � • • �
ALL WIDTHS;AND LENGTHS OVER 52'TO 80'
• �
� • � •
• •
• • • • � �
� • • • � •
HOMES WITH 5%12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS _ '
6 systems for home lengths.up to 52' and 8 systems for homes over 52' and up 80': One stabilizer
plate and frame tie required.at each lateral bracing system. � � - ".
Flbri a approved 4'ground ,,,,,me,,,a, page 3
anchors may 6e used in all revision 6/07
locations except where ——
home manufacturers speci-
fications for sidewall straps ; �
are in excess of 4,000 Ibs. I- Transverse arm I-beam ;� li I i i I i Iji?=i il
These locations require a 5' connedor —
anchor.Per Florida Code. �H� Transverse artn
Top(1.25°)
�� bottom(1.5°) C=GROUND PAN
D=GROUND PAN CONNECTOR
D-Ground F-:°�/°brace I-heam � U BRACKETS TRANSVERSE
Pan connectors E=TELESCOPING V BRACE
transverse , �/ TUBE ASSEMBLY W/1.5 BOT-
connectors �_9�und Pan TOM TUBE AND 1.25 TUBE
�/ V Bracket INSERT
F="V" BRACE I-BEAM CONNEC-
TORS ASSEMBLY
E-°V°Brace Tub � H=TELESCOPING•TRANSVERSE
Top(1.25°) ARM ASSEMBLY
Bottom (1.5°) I=TRANSVERSE ARM I-BEAM
-Ground Pan CONNECTOR
J=V PAN BRACKET
Model # 1101 "V"
- eam a c amp
Altemate Hole for (1)PerAssembly
Longitude dry Narrower Beam Flange
concrete bracket _
,
part# 1101 D-CPCA �r^�
.
'¢Y � `i i Grade 5-1/2°x 1"
�,Y F, Oj Carriage Bott&Nut
Wet bracket part# �
1101 W-CPCA not ` �r�da s-vz•X z irz° Model 1101 CVD
ShOWtI ' �� � Carriage Bol[&Nut
I-BEAM CONNECTOR BRACKET Model 1101 CVW �
not shown
;Florida approved 4'ground ��^^-�^�- C=CONCRETE FOOTER/RUNNER
ianchors may be used in all _ D=CONCREfE U BRACKEf TR/aNSVERSE
ilocations except where home CONNECTOR(COnneCts with gr'dde 5-1/2°x 2
.manufacturers specifications
;for sidewall straps are in ? ' 1/2°�'carriage bolt E�nut)
�excess of 4,000 ibs.These I- Transverse arm 1-beam ,ti qili ili ipp 7��1 d
Elocations require a 5'anchor. connector W ` — E=TELESCOPING V BRACE
;Per Florida Code. . �H�Transverse arm TUBE ASSEMBLY W/1.5 BOT-
�Top(125°) TOM TUBE AND 1.25 TUBE
bottom(1.5°) INSERT
F="�/" BRACE I-BEAM CONNECTORASSEMBLY
D-Concrete F-:°V°brace I-beam > (connects with grade 5- 1/2°x 4"carriage bolt
U bracket connectors $flUt�
transverse i �Y/ H=TELESCOPING TRANSVERSE ARM
connectors J-Concrete ASSEMBLY
� h/°Bracket �=TRANSVERSE ARM I-BEAM CONNECTOR
(connects with grade 5-1/2°x 21/2'"'carriage bolt
&nut)
E-"V'Brace Tub , J=CONCRETE"V" BRACKET(connects with
Top(125°) grade 5-1/2"x 4"carriage bolt&nut)
Bottom (1.5°)
� ' .
-Concrete
Footed Runner
Model # 1101 C "V"
OLIVER TECHNOLOGIES INC. Telephone:931-796-4555
�> � . �
1-800-284-7437 Fax:931-796-8811
www.olivertechnologies.com