HomeMy WebLinkAbout15-16497 CITY OF ZEPHYRHILLS ,
; 5335-8TH STREET �i
' (si3pao-oozo 16497
BUILDING PERMIT
� � �
PERMIT INFORMATION LOCATION INFO.RMATION �
Permit Number: 16497 Address: 3843 QUAKER RIDGE ST LT 62 I
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: 24-26-21-0000-00100-0090
� Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 10/06/2015 Name: NHC-FL115 LLC (3843) QUAKER ST
Total Fees: 180.00 Address: 6991 E CAMELBACK RD STE B310
Amount Paid: 180.00 SCOTTSDALE AZ 85251-2493
Date Paid: 10/06/2015 Phone: 813-783-7518
Work Desc: REPLACEMENT PARK MODEL 14 X 37
CONTRACTOR S � � APPLICATION�FEES
EASLER,LIONEL L. PARK MODEL SETUP 60.00 PARK MODEL ELECTRI 40.00
' CRANDALL,RICHARD PARK MODEL PLUMB NG 0.00 PARK MODEL MECHANICAL 40.00
EASLER,LIONEL L.
BAHR'S PROPANE GAS&A/C,INC.
�- 2�- 1
Ins ec ions Re uired �
PARK MODEL SET-UP
PARK MODEL MECHANICAL
PARK MODEL PLUMBING
PARK MODEL ELECl`RIC
REINSPECTION FEES: (c)With respect to Reinspe'ction 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 gr�ater,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 manag�ment, 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 properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany� pplication.All work shall be performed in accordance with
City Codes and Ordina ces. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�
_ �4-�0
CONT TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MON IHS WITHOUT APPROVED INSPECTION
ALL FOR INSPECTION - 8 HOUR NOTICE RE UIRED
C Q
PROTECT CARD FROM WEATHER
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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Date Received � � '^�
' � Phone Conta,ct for Permitting � V, -5.
I �wner's Name N -�, �� L� Owner Phone Number -�� �- ���
Owner's Address � c�.�� �iD
L � Owner Phone Number
Fee Simple Titleholder Name �D� Owner Phone Number
I
Fee Simple Titleholder Address `-'
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JOB ADDRESS y ��,L�LQ..� , �, LOT# �
SUBDIVISION L�. Q � LS � PARCEL ID# Z ' '�-l' b V � Q� I O� ' d
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED � NEW CONSTR e ADD/ALT 0 SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q� SFR Q COM�M 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK i0 FRAh/lE 0 STEEL Q� Yl �
DESCRIPTION OF WORK �u 1C- I�Y��I.�,l �C�'� I
BUILDING SIZE I� , � J� � SQ FOOTAGE �1� HEIGHT
�'�UILDING $ �� f�o -�- ' VAWATIION OF TOTAL CONSTRUCTION � a`-�U.� � II
I li
[�'ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
I � ��PLUMBING $
I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �� �� �
I
OGAS [� ROOFING Q SPEICIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
�
BUILDER ' , , COMPANY �Q� ��`� t� �,
SIGNATURE IREGISTERED Y� N FEE CURRE� �N I
Address ► `r � �lr � License# � �� � t
ELECTRICIAN � � C.`(= ���. COMPANY l..f l(�l(l�l�l [l�I�L.C�
SIGNATURE '�- IREGISTERED Y,I N FEE CURRE� /N
Address �� r�� , ��� License# C �� r � �'
PLUMBER (����/,�,�/ n�/,�„ � COMPANY �l � 1� [-lO��� ��"_,
SIGNATURE 4 V ��`" "_ fX �--E:1[- REGISTERED fl N FEECURRE� N
I
Address ��L��-Y�v J I License# �F� /�� �
MECHANICAL \ COMPANY Y S � l,�
SIGNATURE L IREGISTERED N FEE CURRE� Y N
• Address ��j � C� �'
r I License# � � r
OTHER COMPANY
SIGNATURE IREGISTERED Y/ N FEE CURREA Y/N
I Address I License#
I
� RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.l Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
_ Sanitary_Facilities_81_dumpster_Site_1Nork_pPrn,�t_f�r���5�h�;���ns!lar�epm;ects-- -- ---- --
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date.l Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""*PROPERTY SURVEY required for all NEW consUuction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
• If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
i
Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if.the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the • I
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
Counry. I
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of I
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a<cer#ificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
� certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the°owner°, I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement. • __
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended wo'�k, and that it is�
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. �
I understand that the following restrictions apply to the use of fill:�
- Use of fill is not allowed in Flood Zone"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 time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A° in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for viofating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid•
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
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, COPISULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
_`FLORIDA JURAT(F.S:TiT03) �- - -----___: _ ---_.��___ =—__ _-�� --------- _-- - -
OWNER OR AGENT CONTRACTOR C�/ti�-�-�✓
Subscribed and swom to(or affirmed)before me thls Subscribed and swom to(or affi ed)before me this �
by by
Who(s/are personally known to me or has/have produced Who is/are personally knovm to me or has/have produced
as idenBficatlon. as identification.
Notary Publlc Notary Public • �
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
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City of Zephyrhills
BUILDING PLA REVIEW COMMENTS
Contractor/Homeowner: ��� /°'L , �/ �lr �
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Date Received: `��c�0� l�
Site: �t7 I
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Permit Type: �7 �� l.RCL�P�� �l'� /���
Approved w/no comments: Approved w/the b low comments: ❑ Denied w/the below comments: ❑
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This comment sheet sh 1 be kept with the permit d/or plans.
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Kal ' i er— lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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� f i �'�'�A�,�G CODES,FLORID
�I- �� NALELECTRIC CODE�jD
, � CODE,NATI� ILLS���A��
" CITY OF ZEPK�
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PER6�ieT i�llA�Yd�ER .,
InstaUer � Q I� � 1� New Hor►ie [�Used Nome � �
License# t��C��j�-j-Q .
„ • Home installed to the Manufacturer's.installation Manuat �
Address of home �g� Q �� �/h � � ��Q� , Home is instailed in accorda�ce with Rule 15-C []
being instailed
-�� ����Y��S . r�-- ' _ Singie wide [�� Wlnd Zone II � Vlfind 2one 111 �
Manufacturer �l(��1�'�F� ,� Lengthxwidth ,L�•� 1l �j`�� Doublewide [� InstaUationDecal# ��
iV07E: il`home is a sPng/e wlde fil!out one half of ihe block►'ng ptan Triple/Quad � Serial#
ff home!s s tHpie or qerad wrlde skeEch in remalnder of home - �
1 understand Laterai i4rm Systems cannot be used on any home(nevu or used) '
where the sidewali ties exceed S ft 4 in. ��" , PIER SPACINGTABl.E FOR US�HOMES
Installe�'s tnitiais � '
- Lead Footer .�g��x 18" 181l2"x 18 20"x 20" 22"x 22" 24"X 24" 26"x 28"
- Typical pie�spacing - bearing slze (2�) 1/2"(342) (400) (484)" (576�` (676)
2, �� ��M� capacity (sq inj
� • Show locatlons of Longitudinal ahd Lateral Systems s '
i,������ (us�dark ilnes to show these locations) 8
s
� ' s
— — _ S
- '" terpo at fram Ru G1 p er spac ng tab e.
• - - PIER PAD 81ZFS � - . LA r4 S
1-beam pier pad size ��7`� X 2��� a ze n
� ''- • Perlmeter pier pad size �UI�Y'\ l�"X��p`� x
--���--------------------------------------;�---T--------- _ Otherpierpad sizes � �'� ` x
• � (required hy.the mfg.) . � • ' X
x
��� -Draw the appro�amate io'cations ofmarria x
wall.openings 4 foot or greate�, Use this x
�r��e IPinro 'hin2�oio,mo r„operR�ia sc '' symbo)to show the piers. X
" x
List all marrlage waii openings greater than 4 foo x '
. and their pier pad sizes below.
� � ANCHORS
-r-r-�--�-�-T-r-r-r-- Pler ad si
i � i �� � � � i � �j ,'i'T_i'r^�_i'�^�'T_T—r��--i'1"1'�^r'f'r-�-,=,-T-r-�- enfng p � /
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i � , i �, i. i � � i � i , i � i i � , i i i � � i � FRAMETIES
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��..,_.;_i_;._�_i.��_;_;_;._;._�;_.;_.;_;-;.-;,-�;-�-,�_;_:_�_i_;_�_.;_�_;._;._;._�_� Longitu�nalStabillzingDevice(LSD) Sldewall
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~ � � " �'� , � � � � � � � � � � � � � ` � � � Manufacturer Longitudinal
� 1 � � � T��.'{.�I'.I�.t'?�L'p�F.'1"f--1-�f..�.�l.�r..t�-1� 1 _I_ ! I 1 � 1 1 1 1 1 1 1 1 : _
� h�l-�� .��Y,�}�h�F 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 I 1 ��i.��.y���;���p�p�l�.� �
t-�-�- ' ' � � � � � ;';";";"��'"r'�-,-,-+-*-r-r-�-,-,-+-.-;..;.�-.;-;-T-�-;,-� LongftudlnalSt,�¢il'rzingDe,�cewLatr� Ar�p�s Mamagewall
, . �-�-T�r-r-r-r���-�-T-�-� i � i � � � � � i i � � � � i � �. � � i � i ��` �Q l _�'' i'In�I�LQ\ Shearwall
. . , , r'�--i"1-T-r-r-r-r-�"1-7'r-r-y--r�-�-T-T-�'r-i Manufacturer . ,
' . ���ov�s a wc��crr�a�a��a � �ayC �,.��
� P�l��16� �9U61���6� ..
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� ' rte eparat on
POCKE�"P F20iUl TEST �- - �
Debris and organic m�fe,'rSal,rem ved � L.�
The pocket penetrometer tests are rounded down to�psf Water drainage:Natural�wale Pad Other
or check here to declare 1000 Ib.soil without testing.
as4en ng mu ei w� e un�ts
, , n�.��.'C� �]2C�_ x 1��0 �
- ' Floor: T Length: ` g:
Walls: Type Fastener: � Length: Spacing:
POCKEi'�Ef�ETROMEfEt�'SES'fINGMEf'HOD RooE Type Fastener: Spacing;
" For used homes a mi gauge, ' alvanized metal strip
1. Test the perimeter of the home at 6 locations. will be centered e peak of the roof an ith galv.
roofing nai 2"on center on both sides ofthe centeriine.
2. Take the reading at the depth ofthe footer.
�- G25k2t(woathorprooting ro ulromont)
3. Using 500 Ib.increments,take the lowest
reading and round down to that increment. I understand a p riy installed gasket is a requirement II new and used
homes and that conde on,mold, meldew and ed marriage walls are
��I�' a resultofa poorlyinstalled gasketbein talled. I understand a strip
x � � J� X�(� X ��� ofitape will notserve as a gasket,
staller's in '
T'ORQ PR B �
Type gasket Installed: �
The results of the torque probe test is�inch pounds or check Pg. Between Floors Yes
here ifyou are declaring 5'anchot�s withouttesting . Atest Between Walis Yes
showing 275 inch pounds or less will require 5 foot anchors. - Bottom of ridgebeam Yes
Note: Astate approved laterai arm system is being used and 4 ft, -
anchors are allowed atthe sidewail locations. I understand 5 ft eat erproo �ng
anchors are required at all centerline tie points where the torque test +
reading is 275 or less and where the mobile home manufacturer may The bottomboard will be repaired and/or taped. Yes ��. Pg. �
requires anchors with 400�ng capaci�Y• Siding on units is instailed to manufacturer's specifications. Yes �—
� installer's initiais , ! � Fireplace chimney installed so as notto allow intnasion of rain water.-�e�s��
AL.L�'�STS MUST BE.PERFORMED BY A LICENSED li1lSTALl.ER sce aneous
Installer Name (^ �,1 � (/�� Skirting to be installed. Yes_ �/ No
Date Tested �� Dryerventinstalled outside ofskirting, Yes N/A t/ .
Range downflow vent installed outside of s'kirting. Yes N/A ✓
_ Drain lines supported at4 footintervals. es�,�
Electrical crossovers protected.�Ces�
Other;
ectrica
onnect electrical conductors be#ween multi-wide units,butnotto the mai�l�ower �
�urce. This includes the bonding wire between mult-wide units. Pg.
InsYaller vere�Oes a0@ information given wiY�h ghis pererv�i$wortcsheer
um mg �is accurate a�ad grue �ased on tBie
onnect all sewer drains to an e�asting sewer tap or septic tank. Pg. �nanufacgurer's ins4alla�ion ins4ructions artd or iZule �6C-� � 2 ,
l 1
onnect ail potable water supply piping to an e�asting water meter,water tap,or other _ SnstaEler Signature Date��/���
dependentwatersupplvsvstems. PQ.
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� • OLIVER TECHNOLOGIES,INC. revision 6l07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 "V"SERIES ALI�STEEL FOUNDATION SYSTEM
MODEL 11b1"V"(STEPS 1-15)
� LONGITUDINAL dNLY.•FOLLOW STEPS 1-9
FOR ADD/NG LATE AL ARM:Follow Steps l0-15
FOR CONCRETE APP ICATIONS:Fo(!ow Steps 1&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�6'c) Roof eaves exceed 16"d)Sidewali 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 squa�re 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�s 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 jacl�s.
INSTi4LLATION OF LONGITUDINAL"V"BRACE SYSTEM
NOTE: WHEN INSTALLING THE LOPIGITUDINAL SYSTEM ONLY, �►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 R�ADINGS 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 CONNECTIOPI POINTS(PER FLORIQA REG�).
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"ADJUSTABL 1.50"ADJUSTABLE
(Approx.45 degrees Max.) Tube Length Tube Length
.:�7;374".:to,25" =-:::;�.__;=` - - _ _- 22,��.�'.,-;:.:";_.;�, -..._-=`:-t�-�-:�=-.� ,=_' -_ - -=-18„ _-- _ =
• ,_ . _ .:. . _� =- - -} -' - - - -
24 3/4"to 32 1/4" �.= 32 I � 1 g `
- -- � _. -
_:.. � „ - '� -44„ : .-; _ .
-.;..33=to�41 °::..:.�:_.�:;'.<-::�-'" -' ._�- _.=-:- - - -�'--'-�___ -_ _ _-_ _ _ -=-- -- _ �18"- -;-,.;=-_:•.<_:.
40"to 48" 54�� I = - - - 18�
5. Install (2)of the 1.50"square tubes(E {18"tube})into thl"U°bracket(J), insert carriage bolt and leave nut loose for final
adjustment.
6. Place I-beam connector(F)loosely on the bottom flange f 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" pattern of the quare 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 i sing four(4) 1/4"-14 x 3/4"self-tapping screws in pre-drilled holes.
INSTALLATION OF LATERAL TELESGOPING TRANSVERSE ARM SYSTEM
THE MODEL 1101 "V"(LONGITUDINAL 8�LATERAL PROTECTIO )ELIMINATES THE NEED FOR MOST STABILIZER PLATES 8�FRAME TIES.
NOTE:THE USE OF THIS SYSTE REQUIRES VERTICAL TIES SPACED AT 5'4".
FOUR FOOT(4')GROUND ANCHOR MAY BE USED IXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT.
10. Install remaining vertical tie-down straps and 4'ground anlchors per home manufacturer's instructions. nlo7e: Centerline
a�chors to be sized according to soil torque condition.An� manufacturer's specifications for sidewall anchor loads in excess of
4,000 Ibs. require a 5'anchor per Florida Code.
11. No7'e: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 ce �ter ground pan.
12. Select the correct square tube brace(H)length for set-up�lateral transverse at support loca6on.The lengths come in either 60"
or 72"lengths. (With the 1.50"tube as the bottom tube, a��d 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 I-beam connector( I )with bolt and nut.
15. Secure 1_50"transverse arm to 1.25"transverse arm usir�q four(4) 1/4"- 14 x 3/4"self-tappin4 screws in ore-drilled holes
• � { OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555
1-800-2847437 Fax:931-796-8811
www.olivertech nolegies.com
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