HomeMy WebLinkAbout16-17343 •� -* CITY OF ZEPHYRHILLS li
5335-8TH STREET
(813)780-0020 17343'"�
BUILDING PERMIT �
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17343 Address: 39728 COG HILL LP LOT 160 �
Permit Type: PARK MODEL ZEPHYRHILLS, FL. ',
Class of Work: PARK MODEL SET-UP Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section: '
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-1460
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 5/10/2016 Name: NHGFL115 LLC
Total Fees: 180.00 Address: 6991 E CAMELBACK RD STE B310
Amount Paid: 180.00 SCOTTSDALE AZ 85251-2493 �
Date Paid: 5/10/2016 Phone: 813-783-7518
Work Desc: PARK MODEL REPLACEMENT 14 X 37
CONTRACTOR S APPLICATION FEES
EASLER, LIONEL L. PARK MODEL SETUP 60.00
CRANDALL, RICHARD PARK MODEL ELECTRIC 40.00
EASLER, LIONEL L. PARK MODEL PLUMBING 40.00
BAHR'S PROPANE GAS &A/C, INC. PARK MODEL MECHANICAL 40.00
_� ��
�� .
Ins ections Re uired
PARK MODEL MECHANI AL
PARK MODEL PLUMBING
PARK MODEL SET-UP
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 property 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.
c��
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
• o"
Q; _ _
i'
, :i5 :.1:-�
�•e_`t"' '�i-'�•
"" �ti I�
City of Zephyrhills '
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �,G�'�'�f' ��
Date Received: �-�-�,6
Site: lJ �'Z� (�% ' ' � �
Pennit Type: ���/�'� ��� ��� �����
Approved w/no comments:❑ Approved w/the below comments: � I)enied w/the below comments: ❑
;, �e
;;
C ��— c��� �� � �� � �
J
This comment sheet shall be kept with the perinit and/or plans.
--- �`���' ��
Kalvin witz� ans Examiner Date ontractor and/or Homeowner
(Required when comments are present)
, • s�a-�so-oozo City of Zephyrhills Permit Application Fax�13780-0021
Building DepartrneM
Qate Received _Z� ' phone Corrtac[for Pertnitting 407 908 _ 5806
1 1 1 1 t 1 1 1 1 t t 1 �
ownersName NHGFL115 LLC OwrterPhoneNumber 813-783-7518
Ownefs Address ��ale,AZ 85251 Owner Phone Number
Fee Simple Titlehofder Name Owner Phone Number
Fee Simple Trtleholder Address
JOBADDRESS 39728 Cog Hill Loop LOT� 160
SUBDMSION Majestic Oaks P����� 2426-21-0030-00000-1460
(OBTAI�D FRON PROPERI1/7AX NOTC�
WORK PROPOSED NEW CONSTR ADD/ALT Q SIGN Q Q DEMOLISH
8 INSTALL e REPAIR
PROPOSED USE � SFR Q COMM Q OTHER
TYPE OF COPISTRUCTiON Q BLOCK Q FRAME STEEL � 8 f170 0
DESCRIPTION OF WORK tie down park model C �OS'l
BUILDING SIZE �4�X 37� SQ FOOTAGE 494 HQGHT �
�BUILDING $ 2��jOO.00 VALUA710NOFTOTALCONSTRUCTION
�ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.RE.C.
�PLUMBING $ /� n,!�
� �/� JU
�MECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION ���
I'
QGAS Q ROOFING Q SPECIALTY Q OTHER •
FINISHED ROOR ELEVATIONS ROOD ZONE AREA QYES NO
BUILDER co�erarn Easler Mobile HomeService Inc
SIGNATURE � �cisr�n Y N �cuartEr� N
qddress 4647 NW 63rcf Ave,Jennings,FL 32053 V��e# IH1025210
e�crn�cww COMPAN1f Crandall Electric
SIGMATURE r�c�sr�o Y N t�cua�n /N
�d� 39935 Otis Allen Rd,Zephyrhills,FL 33540 V�e# ER0012910
PLUMBER COMPANY Easler Mobile Home Se ie,Inc
SIGNATURE rx�cisr�n Y N fEE CURREN Y/N
�d� 4647 NW 63rd Ave,Jennings,Fl 3253 V�e# IH1025210
MECHANICAL COMPANY Ba S AIC
SIGNATURE REGISTERm /N �cu� Y N
�d� 4441 Allen Rd.Zephyrtu'lls.FL 33541 V�e# CAC043948
OTHER COMPANY
SIGNATURE r�srs�o Y/N �cu� Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilll � llllltllliitlllllll
RESIDENTIAL Attach(2)Piot Piaris;(2)sets of BuOding Plans;(1)set of Energy Fartns:R-aW Pamitfwnew construclion,
Minimum ten(10)working days aRer submittal date. Required onsite,Construction Plars,Stortnvirdter Plans w/S�7t Fence instalied,
Sanitary Facilities 81 dumpster,Site Worfc Pertnit far subdivisions/large projecis
COMMERCIAL Attach(3)complete sels af Building Plans plus a Life Safety Page;('1)set of Energy Fortns.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Conshuction Plans,Stortnwater Plans w/5ilt Fence Installed,
Sanitary Facilities&1 dumpster.5ite Wark PermR for all new projeds_All commer�aal requirements must meet compliance
SIGN PERMIT Attach(2)sels of Engineered Plans.
""PROPER7Y SURVEY required for all NEW wnstrucUon.
Directions:•
FlII out applicaUon completely.
Owner&Cantrador sign badc of appfiptlon,notar¢ed
I(over 52500,a NoNce of Commencement is required. (A!C upgrades over 57500)
" Agent(for the contractar)ar Power of Attomey(fw the owner)would be someone with notarized letter Gam owner authwizing same
OVER THE COUNTER PERMITTING (Front of Applicatian Only)
Reroofs'rfshingies Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage)
Oriveways-Not over Counter'rf on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that ihis permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibiiity 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 hir�ed 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 proper�y licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATIOtd IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transporta6on Impact Fees and Recourse Recovery Fees may apply to the construcGon of new 6uildings,changa 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 idenfified at the time of
permitting. It is further understood that Transporhation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certifiqte of occupanc�'or final power release. If the project does not involve a certifipte of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthertnore,'rf Pasco County WaterlSewer 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 worfc is$2,500.Ob or more,I
certify that I, the applicant, have been provided with a copy of the °Florida ConsLuction Lien Law—Homeowners
Protection Guide"prepared by the Florida Departme�t 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 oommencement.
: I certi at all th ' fo i n�n i a li
CONTRACTOR'SlOWNER'S AFFIDAVIT fy th e m rtnat o i th s pp cafion 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 pertnit to do work and installation as indicated. I certify that no work or installation has
� commenced prior to issuance of a pertnit and that all work will be pertormed to meet standards of all laws regulating
construction, County a�d City codes, zo�ing regulations, and land development regulations i� the jurisdic6on. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended wotic,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/UVastewaterTreatment.
- Southwest Florida Water Management District-Wells, G�+press Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health U�it-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restric6ons apply to the use of fill:
- Use of fill is not allowed in Flood Zone°V'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 Hme 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 connedion with a pertnitted building using stem wall
consVuction,I certify that fill will be used only to fill the area within the stem wall.
- If flll material is to be used in any area, I cefify that use of such fill will not adversely affect adjacent
properties. If use of fdl is found to adversely affect adjacent properties,the owner may be cited for violating
the condi6ons of the building pertnit issued under the attached pertnit appliption,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 pertnit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning,gas, or other installations not specifically induded in the appliqtion. 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 pertnit issuance,or'rf work authorized by
the pertnit 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 Offiaal 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:
WARNIfdG TO OWIdER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMEIdTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAMCING,CONSULT
WITH YOUR LENDER OR AN ATTORPIEY BEFO E RECORDIIdG YOUR PIOTICE OF COM ENCEAAE(dT.
FLORIDA JURAT(F.S.117.03)
J
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or afflrmed)before me this Subscribed and m to(o mned)before me thls
by .!-�i-%�e b
Who is/are persona�ty krrown tn me or has/have produced Who is/are pe krrown to me w haslhave produced
as identifiption. as identifration.
Notary Publ� � Notary Public
/ a
Commission No. Cortl ' n n�, 1
, `'���� e�"= Commission#FF 150422
Name of Notary typed,printed or stamped Name of n ' QIl1 ef ,
?�'� �df�
�.;�'°f1 q,?;�� Ea�ed ltw Troy Fein Inmrance 600.385-1019
a
�
�"v�ba�rS'..
Majestic 0►aks
Lot #1 �0
4'
Side bt lines have ditiona! 6'-6"
M nimum Spacing beiween sett�acks to existing tructures.
S ��� ,�� � �
23'-1 �"
13'4"
Jacobsen
Rark Model
r. �,;�,>
� 1 �^�t� P�EUAII,IN -�LL CQ�t'LY�VIT�IALL
7 � � � CODES,FLORIDABUILDING
C4DE,NATI NAL ELEGTRIC CODE AIVD
CIT�0� HYRHILLS ORbINANCE�S
—
t!���� ���'
5t�' " �''�''° ����,� ^�`�.�
C.��ti� ���1� RNI��s
�i�
- Minimurn �pa ing between
�i Structures 13'
Exis ing Goncrete -
Driv way 12'wide
.. NC}RT `►
PERMIT WORKSHEET page 1 of 2
PERMIT NUMBER
New Home � Used Home ❑ •
Installer Lionel Easler �icense# IH1025210
Home installed to the Manufacturer's Installatfon Manual �
Address of home 39728 Cog Hill Loop, Lot 160 Home is installed in accordance with Rule 15-C . ❑ •
bein�installed
Zephyrhills, FL 33542 Singlewide � Wind Zone II ❑ Wind Zone III �
- Manufacturer Jacobsen Length x width 14' X 37' Double wide ❑ Installation Decal#
NOTE: !f home/s a single wlde f111 out one half of the blocking plan Triple/Quad ❑ Serial# p2t1d111C1 _
If home!s a trlple or puad wide sketch In remalnder of home
Roof System: Typlcal 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 LLE Load Footer
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 bearing size �p56) (342) (400) (484)� (576)' (676)
` 5� � ia�erai capacity (sq In)
Q' �L� � � �
I Show locations of Longitudinal and Lateral Systems � ° � ' '
(use dark lines to show these locations) � ' ' '
longitudlnal � �� , , ,
� � i �
� i � i
* Interpolated from Rule 15C-1 pier spacing table.
PIER PAD SI2ES
I-beam pier pad size 17" X 22" a ze n
x
Perimeter pier pad size min 16" x 16" x
. x
i" ��� ����,.__ Other pier pad sizes
--- ...............•----------...---•------•---••------._.........-•----•-•--•------•---- x .
� � ,,,� (required by the mfg.) X
x
�„� Draw the approximate locations of marriage x
.,� wall openings 4 foot or greater. Use this x
ma agewallplerswithln o}end homeperRul 5C symbol to showthe piers. x
X
List all marriage wall openings greater than 4 foot x
and their pier pad sizes below.
ANCHORS
. Opening Pier pad size
.......-�---...... ......... ...._....,..............._........-�-......... ....................._.._.............----........-----............_................._.....--�--....
' � �....1.... � I--...---..r.._(.... ' .1.. . ` � � � � y 4 ft X 5 ft
' �--..�....1--•��-� �---�-�---�� ��--�-�-•-��---�--.......�--...�...._�_....--���•-�-�---��--�-----•��--...,.. � .......`...... .�._.�-�-�--...--•---..�.__.�.........f-�-�--.-...... FRAMETIES
---- �..... . _ ....... � .... ...-- ---�•--- - ...,._...
- r------- - i�---.�.................... {.....
....
- - ...1
f...-T�---i j----.. j.....{....._...; T_...1.. 1... � f T�-� f----.�._.... _.t._ I... .
........__.-- -� ----��--...... .................�--�l�--- �--�-�---- -- - -- -- -
� ��'��-i���- � ( � }��""" ' within 2'of end of home X
. . ._... .---... . _ _ .....
........_ a:�...._. ..._.. �..------ �-- -��----��-----�---�-- �---�--� -._� ...I:��: -.. :i.._..: 5,4,�o
.. . ...
. .
. .............. . ...- - �---�---,�-
�
- �i�--
f ed t c
...f...�.........f....�._.. s ac a
� i �---j- �. {�---f_.... � , �---�.:.. j-�--. ...._. .
__ � ....
..----� -�
; � p —�—
.._..... ........ ......••--•�•--•- � f ' I
..-�-•-•-�---�- -... .....
. �.... �_.._ �
T.... _ ..........�.... ..........
�---�-..I�::::a.....1::_�:{::::�I:.:.1: ._....:---�::::�:::::.::::............�---;.----�-..............i....l�::::r::::1._...�::::-�-�--{-�-�-��---.1-:..:.G..._l::_:1:::�I..._.j....,.....J.---..... orHea ries
.....�...-{�--•-t•-•-�-�•--f--...i_....�.... ....1..........�---•�i--...f--.:�........r._..7....7...------•��--..�...... .i.....f.._..�...(....�.........1............ . J TIEDOWN COMPONENTS
� � � �.....�_...-E--�--F.._....._ Number
� i._.._�..........�_...-'�---; � �.....
.....�..-�.---.....f................ �.-.-- �.--. .. .�.---. �
� � I (���f�����������• � f � � ��� Longltudlnal Stabll/zing Devlce(LSD) Sidewall
-�---
---I ��—
....... .--- ...--�- �-�---•............ ..............
�........................�.....�.....�........,........-��--..7.....;-.-�-�-...�---�-r--�---�-��--�--�-�-�a--����-�- -�--�-._..�._...�-��r-���--�-��--..._..::. ::.�--...;:=-.:t.........�
... ..
' ! ' � .......1--..�...... . ' -�-��---�i--._i..... _...t---�--�-!-�-�'---------�--� . � � , , � i_.1 � 1--�-�- �-�--...I._..!.....;--�- Manufacturer Longitudinal
... .
�---..__...j_...I--� f • E f��--�---�-� F ; - {:..{-----;--�--;---;-�-�---�; - -�-�•-----, ---�
� � � � ! � � � : �� � � �� ! i � Longltud/nal Siabllizing Devlce w/Laferal Arms Marriage wall
. . � F--.�_._�....;....-----��---�-'------- "- r- , 4----i
r---. ...t....1..........:.....�----l-----,---� : f---:---:--�--..�_...�.....:.....'----{......
....-----�-�---�-
---�................�------. .
, _ , , ; � , i � i , I ( , i � i , , .,.. ; � Manufacturer Oliver Technolo ies Shearwall
C:=::L.-T�---1�--::1:::=:.::-_1:�.::I: -�---�-----� ��--'---� -�:�:::{..--'---�----!�--�-�---T.--J..-�T ''-�-' --�:�::i:� '�--��----i..:.�::::I::::I::_:I:::::i:::::��=::1�--:1, 9
PERMIT WORKSHEET a e 2 of 2
-PFRMIT NIIMRFR
■ r�av��■ ■�v���rr�a
Site Preparatlon
POCKET PENETROMETER TEST
1500 Debris and organic material removed X
. The pocket penetrometer tests are rounded down to psf Water drainage: Natural Swale Pad Other
or check here to declare 1000 Ib. soil without testing.
X 1500 X 1600 X 1700 Fastening multi wide units
• Floor: Type Fastener: Length: Spacing:
Walls: Type Fastener: Length: Spacing:
POCKET PENETROMETER TESTING METHOD Roof: Type Fastener: Length; Spacing:
For used homes a min.30 gauge,8"wide, palvanized 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.
roofing nails at 2"on center on both sides of the centerline.
2. Take the reading at the depth of the footer,
G8Sk81(weetheraroo}Ina requlrementl
3, Using 500 Ib. increments, take the lowest
reading and round down to that increment. I understand a properly installed gasket is a requirement of all new and used
homes and that condensation, mold, meldew and buckled marriage walls are
a result of a poorly installed or no gasket being installed. I understand a strip
X 1600 X 1500 X 1500 of tape will not serve as a gasket.
Installer's initials
TORQUE PROBE TEST
Type�asket 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 testing . 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.
anchors are allowed at the sfdewall locations. I understand 5 ft � weatherprooting
anchors are required at all centerline tie points where the torque test
reading is 275 or less and where the moblle home manufacturer may The bottomboard will be repaired and/or taped. Yes NA . Pg.
requlres anchors with 4000 Ib holding capacity. Siding on units is installed to manufacturer's specifications, Yes�_
LLE Installer's init(als Fireplace chimney installed so as not to allow intrusion of rain water. Yes�
_ ALL TESTS MUST BE PERFORMED BY A LICENSED IiVSTALLER Mlscellaneous
Installer Name Lionel Easler Skirting to be installed. Yes No
Dryer vent installed outside of skirting. Yes�_N/A
Date Tested Range downflow vent installed outside of skirting. Yes N/A�_
Drain lines supported at 4 foot intervals. Yes X
Electrical crossovers protected. Yes NA
' Other;
Electrlcal
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 Informatlon given wlth this permlt worksheet
um na ls accurate and true based on the
manufacturer's lnstallation 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 Signature Date 4/26/16
, independent water supply systems. Pg.
'\�����'�t� .
s���3'�O�y ��'c;���.�
S�� ,lr
f;00F UEF'T. �t"t ,
U'SE J2'X 757'YCT Rkl TE�S� -.(�� t
� �)��\t���{
y 9'-)S/f ��/2� 7-�t)1' ��/f �I!I' r_fi• �_..�n• �,
_.� � � ���—��.---— ' ---� i�.
� � v � I iT 'I Ij1 f"-�1/1� � ti"� ��_ too�� -� ; � -
i 1r q�EVa�_l'� rd-a';rc•;ti .._ ia-ai/Y ' �a.`"�d�,�, 1 � ��9 � `R-30 R{1G}f I(+!5'JLATIOhI�x
PA c. � CATHEC�RAL CEILI(VG �=-"__' `''---
I -�HERMPy�,�,vti«aws� i � ��-+' . � �.�ooc, � �- - ` i/� "'"R_17 �1►ALL INSULATIQ(V`_'-
1 `� 4•�-sz/; -- �s-,�,• .�,I ``' �s-z�h' � ���r _� y�,.r /;� 'zR-i1 FL0(]R_INS�tLA,TION��"'
iS 7/B' 1� 5i � � ' � I
ciuuo�++ts wnci�,e•�uc+,
�- -_- - --- -i- -I5�1 'S iD 1 5'--' !K 33_�y�r1'K Q 1 C� � - � -1:5 I-X Ss ti �_ ._.- _t L Z�.____
r----�- - -+. r-_'��rnA--- -j ' I
t 1 � T �. � — '
1 I 1 t �—�i�� v'�54: r � �' __�.,.�_.—_f . � �` I
i � � �`��`-�ca���-y�i'�r .��`��R „\A_ : r,�rJL�►r�. --�R i �;����.y � - ' �--=j i
+ St� ! � � ✓ Lv.,l .� : V,I�. �'-L�'-' ��i �� � , I
i _n�a�- !"� � „N l �^ f IIVING RQOM _i
� i'l.0 7,T IS N.GM / Q .�i? 4/ 1�` �j �I`J����I �.b.- C=3 Q � �
� 1 BEDRUOM q,� � ' ' '
� 1- . �,—�--.- !�i 57ti+ns I + � '"7 i�j��� ��6 ��r$CFL.^Y.Udi: � � „•� ~t i � �
� n �ff t1011iftA�D �
I ! - L �� � ' � �� �.z.$ O t�-i� � � i t{,w-uJ.�.r�mn,. 5 ;_ '_"j I I C7
� ` � v ` y, �� 11NI.K \t .� v " _' ��._ � WI � I ; I
; E e_,c• �r�` �,;.�j � , y i� � � '�� t�'-a' sr =T " �K :-� � �i
_� s �� ctiv�F�P� _�� �i 2-�--�' \ ru��sr � �„r �I �� o
�j � .� ...: , _ .• "'
I sa ua+e � 4>>/r rer �sx W �Jld � DifilING / ~ s�_ � j ft1
j f>>�:��/a't u' r �i� wti cE -T+lS'- � � �
w
i � c�sia�m�s ` (�+v. ty'� � / - � t
��a�r �
1 . �.�t� Faav nc� �,«!i ��caarr �s�/r F; �•�s' �ta� �
� ! � s s s � �} � m s�+ �'"" �� r � ��__.-; i �
- � s,��':�i fa' ss uc^ i�p's es i/t�3�t /�.z e'h4i� ,a � &IfER _- ,� � � '�� � �
I onymamv: CF't53I v{t'"F ` .utP�•: i24 Afd.['ir1..�1 ; `
� sr.m.co�.ci '. �y sr�.�' �' _ f. s�x�,v �r.�mr n•r,wsmf tQJ�I , �. i
� � �` PkEP. ` oK;��S�t 1J X Fb I/( _ (� o � + Q
6'�EL(�t +�
� � 39�%n'i" - _._ , � �
�--,--,`�---
��,�Y�� 1.�ir,�/u�.�UfL071�5Vvn�t 4D y'.�+ �� � ftAlx�-- - -�_--_- T - :91/Y x St t�d' �RP n��� jj.� � � �
�'� I I I 2•u i Jf'z n�/S
'r —�1 '���� ,{ :un .r�a'a-'F�eos��.:G'r � �, � •�a � HI ICP� >
`- � s'-9 aN' � m"� 1{ (`_� i � ' i d C.hilplCF 1 C.Y�yl14 jp
GG����%� --r� 10-51/4' �.� t5'-B 3/j� i ar° r^ ��.,, a
� � ��,� '��� RCOE5EN HOMES IMC-33,6Bo �=
,�a r"%��'s'�-''�� 1 u'-a i/�' ' ���.�^�{1�- �9-u�r' �.� *�(��� !MC-�37 2-'6G� �:.�,� i3 0
� �- !F--+'�I I--� ,�/2 . � _ 11' ~ t�r•�s�z-�e� �
6• y-�e�<• �yr ,_�• r_c� �-s�/� i.p• ,r-,�;lr j �F' 3 t c.i
36.R'O.C.MAX.STWIP SPACItJG --~ �I�-13-]�t� Itl'.t� lZl �
HOST E3[�tM - SPECIAI STRAf'PING F2EQU{REO. ��Laursa�rnat, 7it-notvNSTRnay� 2 x 6 F�apR JOIST5 „f�. �
.5f0EYV� ,�FiEAT1�G,RiVD R--0.F�NT5_-SEE Q_C� SI ni t U.2�• t.cr fl-
SPEC�A�BLOCKING 15 RfOUIf�En ON-SITE FOR SE7-V{' L
(Cl�i CK 5Al ES ORDFRj :�-
�, //ffffff %%��..[[° �� � - �i ;;� �,C�i (�, � �i
�.-� /1 J'1J 1 Ii��`� ...r� � I
[^\I j�\ �,�_�.._�_...• �
-W W�- ��-�..--�--�� Y
• _._.__._. 4 '1 �
� �r '�,,j"vlu''�'''�.�Ir�.,,,_._.._�________..�_____ �______ �� C�"j - �'�� -`�0j�' o
r
I ._�___...�`
a/ ':. '/f��_ � ,.. Q .
��L1� 4V Q
x� -
�ea.���m I
��to tua��o��
wm�r�ra�e�n.
�
o � � � � �J � � p � � � � N � w � ' Z
-=I N ❑❑❑❑
� �
� � •�i � O to N N ��� �� � � �� � � � � � � � � � � ❑,❑❑ I
� rn � � � � N � � Dc �a � � � � � � u �
`> .mn � "' � � v' � vv� +�1 � � � � �� �,■�
� 4� �� � � � � � � � � ❑0❑❑
°o � N i
�' 7 7 3 7 � . � � � � �� r ,
� a � �� ����
� � � 8 � �
N
� � � � � iod �a �q � ���� �� � '� �- � D
� o� � � � i �� _ � � � � � � � s� � �
v °� � � i �i 5 �Oo m �� �,� �
� aN D i $� � W O
� z z� z� z� 1 I r � � � � � �
� °� °$ ° • °� °� i x �g � � � � � �� � �. � W
p � ��� � � {f � • (n
F o� o$ _� �� o� a� e �o � �� � �� � � � � m
o � �w � � ��A� � � gz
� o� o� o� o� o� o� o� oo � � � " � � � �'�
� �o � � �� � � _
a �� �� � � � � m �
A 9 W • O
� o$ s� s� o$ s� s� �� oo � � � � � �
° �o � �• � � � �T
00 A A A A A A A Gp � � � � � � � , 1
�� � � � � � � � � �i � cn
�� �
� � � .
XO � A A A A � � �r0 Z � � �
� �
�W A A A A A A A $S Z �� �� � ❑❑❑❑
�o m �� � �
-1 o N � �
D ❑,❑❑
� � ��� � �
A ? A A A A A A �OO � � � ❑�■❑
< y
�
� W
A A A A A A A oO0 Z � � � �
� � � �❑❑❑
��
A A A A A A A $OO
KO
A A A A A A A �Sp WARNING.
W B� m INSTALLINO A MANUPAGTURGD STRUCTURG/DUILDING CAN DC �7(TR�MCLY DANGCROUB. ONLY
W A A A A A A A b"O �1 GUALIrI�D P�R50NNGL SHOULD ATTGMPT TO INSTALL A MANUrACTURGD STRUCTURC/BUILDINO.
� �0 � IMPROPER PROCEDUREB AND/OR TECHNIGUE9 COULD RESULT IN SERiOl15 INJURY OR DEATH.
(O 9 N � IN ADDITION TO THE DANGER TO PERSONNEL,IMPROPER SETUP/iNBTALLATION COULD REBULT
� A A A A A A A Q Q m IN �XTCN5IVL'/COSTLY DAMAOE TO THG BUILDINO/bTRUCTURC. N�`V�R ATT�MPT iNSTALLATION
� �� �1 IP YOU ARG NOT QUAUrIL'D AND/OR DD NOT HAVC THC PROPGR TOOLB AND/OR CQU[PMGNT.
�
� A A ? A A A A GOO N CAUTION.
m r � MANUFACTUR�D Dl11LDING6/STRUCTURG6 CAN W�IOH SCVCRAL TONB. IT IS V�RY 1MPORTANT
g W n THAT ALL P�RSONN�I�ON TH�JOD SITG�BG GUALIrI�D AND PROP�RLY/ADEQUATCLY TRAINCD,
N A A A A A A A G O Z A STATC LICCNBCD SCTUP CONTRACTOR IS RGOU7R�D TO DC RCSPONSIDL� �OR ALL SAr�TY
O �0 .(7 INITIATNGS,PROORAMS�POLICIGS�AND/OR PROCGDURGS THAT MAY DG MANDATGD BY 05HA
-n 9 w AND/OR ANY OTHGR LOCAL,9TATC, AND/OR FGDGRAL CODGS AND/OR R�QUIR�MCNTS. TH�
0� 0� � 0] Q1 � � 'N CONTRACTOR SHALL IN6URE/RE�UIRE THAT 6AFE AND PROPER TECHNIQUES ARE UTIL[ZED.
N A ? A A A A A $0
REFER TO SU-01-0020,SU-O7-0021,AND OTHER DETAILS IN THE SET-UP MANUAL FOR MAXIMUM HEIGHT
(THIS IS NOT DESIGNED,NOR INTENDED,TO BE A STILT FOUNDATION)
THIS BLOCKING DIAGRAM IS PROVIDED AS A COURTOUSY ONLY.THE LICENSED SET-UP
CONTRACTOR SHALL REVIEW THIS DETAIL AND VERIFY COMPLIANCE.THE LICENSED
SET-UP CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL INSTALLATION.
�
.
;
.,
��.���,8����.��. ���t��.��.��.� ��� .,�� ����
�or�zs� �n 2I1��bi�e�-�d �a�u€�c�d Hc+�,�tacl�c�g �
�,'I? �pproved�Iomes arsd 1Jiodialar�-Iou�g I
_� g�tane{i 550351�aad ctl�Q Fatca�P�s€ �
--� � .
� ' �
1. Ail psds atie to be i�t�ed�1at�ide do�vp,_cihbec�,1�+�, `
2. The groemd uadet the�S 6IfAtIItI S7C FGQiI�d 613 SlI7COt�1�9�$f�]C VP3Lh SL�Y2gCffiF]QxY l�1AOV�.�sds tc�b�pl�scd.an Ps1Ip compaCtc$ I
ve yfldiscerb�sn�, at o:Ne�oQ•ehe fcost linc��+t�nr[ocx+�jurisdieriaa, ,
3. Pie�&pud spacin�wiL he dercrcruneci hy the marnzfaotuted homes'�:itte�eet�ap inszructioas or mry 1Qd or�tate caaes.
�• TQiC OpeA�13 i]BLC�Pi1 ttie tlbbing of!th6 UppGi efde af P}�e psrir,mRy�:f�led mirh so�or sund�r iasmIlatian tes preveati Qnp
accumulacjau or"ste,�na�t w.��ln thc p�ada.
5. r'4 pocket pwtttometcr may lie ustd tfl dcoermine h�attu2l 8cl�7 bee��vaI;� !f�o sQll�stia�e�,mtnt is ava�able- L1se an
�ea g�t v�t�G Qf iauo�./���e��
�. t11i pas�sizca ahoa�n are nomiaal dhncn,.Qiosis aad map�r{a�to 1 j3".
7. The ma.Nim n„d�f! e�on in�ain�s� � p �"r��eg!from che 4ighese pa;nc to tl�e lov�se poiut a€d1e tog Cece.(2VE�'I`E:Actue�
�E r����t�s e���/e�7
e. ?'ad loads ate t�E sa�ns v�k�en using aisg�e smtk oz�toubie�c�b�ac�s.
9. Z'he maxin,y�a t�ad ai s�y fneexmc�isxr s�'�vstme map�e deaexmanc�a�t�e$s�e of��at lrnvet sad.tl�st highRr soi!value
�iven in the te�ifs hele�u
Z 0.If the n4�le�t[�ct�es sha�v5 soil d�n�ities„viesxer t6aa 30�€I Ib.mhQn usin�A�S pady du n�t cxceed 30DI1 Ib.sofl g{e.e spa�ke�
per se�up maaua�.
Pad Sizc II?No. �tl�+ea 1QOII I�F�il 2f�U4!SFT Soil 3QDfl P5F��
OVAI.1�°x�.8.5" 10:i5-�3JAIx'-06-10(}(F �SB�.i�. 20Q0 7�. 4Qt101b5. 6Ufh71bs.
�`Z��ls�„IT`s 22" _ lOS9-16_f.11TI'-a5-1ti01�""-360,� .sq in,",. ;,__ :� 2500Ibs. �tJ�U01b�. 75�iba.
._--�--_ ____..��_
Ui7lilf.l7.�'7�2�5" � 1Q35-21 3B4 sq:in 26G�16s 5:��$Ibs. �0�0 ffis..
QVi�.17.�"x 255" fQa7-17/AI'�-0f'r��ff2 A32 sc;.in. 30aDlba. 8i?�Ql65. 9QQQ lhs.`�
2 s
£3V:1L 2�'°�` 10aS-7.ZIt]T!`-0��1403 574 sa.Ju. �Ot30 tbs. SUOQ]b�. $ 12�?QO lE��. �
v ��IAI�2S.2�°x 31.25a lOS5 2A/AIT-06-1Q04 675 scj in. �G�Ibs. 938$lbs. �' 43881bs �+
�sd Siae ID�o Fad 9re2. YOUO�S�Soil 200��S��o� 3flQ�1x5��Di!
lb^�ts� �c�sss..q�l�cr-o�-�a� �b sq,i�. i�Sa lb� �bD ib�. 5333 Fbs.
18.5"x 1S.5�e 1Q55-9/1$IT-OG-lOQ6 3�iZ sq.;n. 237�i�s. $75D Ihs i 1�1D Ibs.n'
20"s�D° i�55-YI�-0�-10�7 400�tI-in. 27�0 I�s. �9�0�bs. F32501hs.�'
24"x 24" 1[}5S_13/1�,IT-06-1008 376 sq,ict. �dt�0 lb�. 8(f�1 I"i�s. � 8[)�U!b� �
'"Canet�te Wotdcg���d to be docbk blo ed.
2I. �ay...A�S�d ca�urstioa mmy�se used to s�ep]ace s ho�te a�a�Fac¢ttcc�'s fe�end�d coaffieta o;w�ad hase�ad
fl?. R,r.A,�t�tug�Nj.�.Tft� �r se gg�#2055 2�0 �i"fl1)r�145s-?� �' " °$�#1055�1
97.3�x��g���,:flQ35-37 sre tho osit s "����'Y6,17.5 r_�.3 g
— Y 1�g�PP���th�seare o€Ata�sa»,a�d mBst mot�ave m�ato th�3 f 8'�dc€lccsaaa.
�, �`��As LDN"I►� 37.5"�2.5" II3# 1Q5s-21 aa� 23.7�5'�x31.B5" TiS?� 1(t�5-�4? ar� �nc be i�ss�tl�e�1 li� tFe.e �� � '3,'e1tS33,
��. �t�l P3cYs:A!p�s�a aro Ycseed v�i�Pa aceel dadel�ott 1QflU�3F snil8��en�ity cu,Ieaa n�erni9e
8I45Y�[�.�$tC�$}A¢L$c�wtt�(Q�}�$:�1����:�H`LSeW1��>ll$4H97YfYf hOte4$�ae?�4
�st�ee,1�3�-$�d�gaf�uuon�°°s x�,6.a�II�1�,I'Y'-Q�rfl�(ti3�_req�d�eg miaimusn�fl/4'�
pdec bs�o.
15. Fivsf�ble pads 2�€�ted�2d�$B'5��cu1��r���g��effi sre:�!#,{'a flQ55�14,IQ55-�,
1fl55-9��fl fl055-�3.
2�. +�I.I���T�.�s�sax aesueF►ed�iue o4'4Fi�!$FJsls�'-�.�aleas r�g���� '
#3oEas are�yrs�rd¢�,
I
I
._ ��a��s.�s �
�
i
�
�
!
1'
1 r
� � page 1
OLIVER TECHNOLOGIES,INC. revision 6/07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE I
MODEL 1101"V"SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1101"V"(STEPS 7-75)
LONGITUDINAL ONLY.•FOLLOW STEPS 1-9
FOR ADDlNG LATERAL ARM:Follow Steps 10-15
FOR CONCRETE APPlJCATIONS:Follow Steps 16-19
ENGINEERS STAMP ENG�NEERS STAMP
1.SPECIAL CIRCUMSTANCES: If the following conditions occur-STOP! Confact Oliver Technologies at 1-800-2847437:
� 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
INSTALLATION OF GROUND PAN
2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan(C).
3. Ptace 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.
INSTALLATION OF LONGITUDINAL"V"BRACE SYSTEM
NOTE: WHEN INSTALLING THE LONGITUD/NAL 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 BETWEEN
175 8 275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276 8 350 A 4 FOOT ANCHOR MAY BE USED.USE
GROUND ANCHORS WRH DIAGONAL TIES AND STABILlZER PLATES EVERY 5'4".VERTICAL TIES ARE ALSO REQUIRED OPI HOMES SUPPUED
WITH VERTICAL TIE GONNECTION POINTS(PER FLORIDA RECx).
4.Select the correct square tube brace(E)length for set-up(pier)height at support 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"•; , - -- - - 22°' -. ' _ , _ . - - : 18° - - ,
24 3/4"to 32 1/4" 32° 18"
= 33n to 41". '-_:.- , , . .. 44"..., . - � �-=18" - - .
40°to 48" - 54° 18" -
5. Install (2)of the 1.50"square tubes(E {1 S"tube})into the"U"bracket(J), insert carriage bolt and leave nut loose for final
adjustment.
6. Place I-beam connector(F)loosely on the bottom flange of the I-beam.
7. 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.
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 1.5p"tubes using four(4)1/4"-14 x 3/4"self-tapping screws in pre-drilled�holes.
INSTALLATION OF IATERAL TELESCOPING TRANSVERSE ARM SYSTEM
THE MODEL 1101 "V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATES THE PIEED FOR MOST STABILIZER PLATES 8�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 ti�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 specfications 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"ftom of center ground pan.
12. Select the cor�ect 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.j
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 I-beam connector(I )with bolt and nut.
15.Secure 1.50"transverse arm to 1.25"transverse arm usinq four(4) 1/4"-14 x 3/4"self-tappinq screws in pr�drilled holes.
; ; OLIVER TECHNOLOGIES,INC. Telephone:931-796-4555
1-800-2847437 Fax: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. When usinq Pa�t#1101-W CPCA(wetset).simply install the bracket in runner/footer OR When installing in cured concrete use Part#
101-D-CPCA(drvset).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 bolt hole locations,then using a 5/8"diameter
masonry bit,drill a hole to a minimum depth of 3°. Make sure all dust and concrete is blown out of the holes.Place wedge botts into drilled
holes,then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts
down by hitting the nut(making sure not to hit the top of threads on bolt).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 runner/footer. 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
blown out of the hole.Ptace wedge bolts(Simpson part#5162300H 5/8"X 3"or Powers equivalent)into(D)concrete dry transverse
connector and into drilled hole. If needed,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),then remove the nut.The sleeve of concrete wedae bolt needs to be at or below the top 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. � =STABILI�PLATEAf�FRf�IV�T�LOCATION (rieedsin
be bc�edw�hii 18 nd�a�oen�afgrarxl pan araonc�ete)
3. � LOCATION OF LONGf11JDINALBRAC�IG IX�ILY
4. �-TF'�JJ�ISSVERSE&LONGf IUD(NAL LOCATIONS
' REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1101 C "V"
BRACES FOR UP TO 4/12 i200F PITCH
�I .�
ALL WIDTHS;AND LENGTHS UP TO 52'
� • • • • •
• • � • • �
ALL WIDTHS;AND LENGTHS OVER 52'TO 80' �,
• • I��
• • � •
• •
• � • • � •
• • • • • •
- - - �-. ; -:-- - � -- -- �: ;__,� ._.
MOMES WITH�5/12 ROOF PITCH REQUIRE:`"PER..FCORIDA 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�equired at each fateral bracing system. � -- � • � = -