HomeMy WebLinkAbout15-16696 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1� 96
BUILDING PERMIT ,
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16696 Address: 3828 LAUREL VALLEY BLVD LOT 45
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: 11/18/2015 Name: NHC-FL115 LLC
Total Fees: 180.00 Address: 6991 E CAMELBACK RD STE 6310
Amount Paid: 180.00 SCOTTSDALE AZ 85251-2493
Date Paid: 11/18/2015 Phone:
Work Desc: REPLACEMENT PARK MODEL 14 X 37
CONTRACTOR S APPLICATION FEES
EA LER,LI NEL L. PARK MODE SETUP 60.00 P R MODEL ELECTRIC 40.00
CRANDALL,RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 40.00
EASLER,LIONEL L.
BAHR'S PROPANE GAS&A/C,INC.
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Ins ections Re uired
PAR 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 performed in accordance with '
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
s�3aeo.002o City of Zephyrhills Permit Application F�-a»-�eo-0oz�
Building DepartmeM
Date Received ,�Z�- Phone CoMad for Pertnitting ) —
1 1 1 I 1 1 1 � A 1 1 1 1 1
Owner's Name 1 V ' r l�I Owner Phone Number ' '�
I
Owners Address � Owner Phone Numher
Fee Simple TiUeholder Name 11�'� Owner Phone Number
Fee Simple Trtieholder Address ��
JOB ADDRESS O U LOTA �
SUBDMSION PARCEL ID#Z�'�`LI��-W`W-OlS�D
(06TAINm FROES PROPERTY TAX NOTICE�
WORK PROPOSED � NEW CoNSrn B ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED 11SE � SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL �
DESCRIPTION OF WORK [� �CX�X� W�
BUILDING SIZE 1�` K � 1, SQ FOOTAGE �-1� HEIGHT �
UILDING $ VALUATIONOFTOTALCONSTR�CTION ftri�l J�
�'�� I
�LECTRICAL $ AMP SERVICE Q PROGRE55 ENERGY � W.RE.C.
UMBING $ � /L�
ECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �(� �
QGAS Q ROOFING Q SPECIALTY Q OTHER
FlNISHED FLOOR ELEVAT10N5 ROOD ZONE AREA QYES NO
BUILDER COMPANY V�
SIGNATURE r�cisrmm Y N �cuw�u !N
Address License#
ELECTRICIAN COMPANY �1��Y✓lL,
SIGNATURE r�c�siEftm Y N �cuw�+ Y N
Address � J �Z� License# `L
PLUMBER COMPANY QSI�F l Y �� �C
SIGNA7URE r�cisr�m N �cuRREN Y N
Address � � � License# �
MECHANICAL COMPANY S C
SIGNATURE r�cisr�m Y N �cuw� /N
Address r Lice�e#
OTHER COMPANY
SIGNATURE r�cis�nm Y l N �cuaaeN Y/N
Address License#
IIIIIIIIIIIIIIItllllllllllllllllllllltlllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permi[for new constructian,
Minimum ten(10)working days after submittal date. Required onsite,ConsWction Plans,Stortnwater Plans w!Silt Fence instalted,
Sanitary Facilities&1 dumpster;Site Wark Permit for subdivisions/large proJects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set af Energy Fortns.R-0 W Permk for new consWdion.
Minimum ten(10)working days aRer submittal date. Required onsite,ConsWctton Plans,Stortnwater Plans w/Silt Fence installed,
San'dary Fadlities 81 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for ell NEW consWctlon.
DirecBons:•
FII out applicadon completely.
Ovmer&Contractor sign back of appGcation,notarized
It over 52500,a Notice of Commencement is required. (A/C upgrades over 57�0)
" Agent(far the contractor)or Power of Attomey(for the owner)wauld be someone with notarized ietter from owner authorizing same
OVER THE COUNTER PERMffI1NG (Front of Application Onty)
Reroofs'rf shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage)
Driveways-Not over Caunter if on public roadways..needs ROW
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City of Zephyrhills
BUILDING PLAN REVIEW COIVIlV�NTS
Contractor/Homeowner: _ ��j�(,� ��
Date Received: l �— �i2 r�
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s�te: �3c�' �ac.c.� �a � ���� ��� ��
Pernut Type: /��'� 7 � G��C�� Or��4 Ce
Approved w/no comments. Approved w/the below comments: 0 Denied w/the below comments: ❑
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This comment sheet shall be kept with the pernut and/or plans. � II
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'�f�Q:.� - ,'
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' Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner ��
(Required when comments aze present) '�
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to°deed°restrictions°
which may be more 2strictive than County regutations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block°of this application for which they will be responsible. If you,as the owner sign as the
' contractor,that may be an indication that he is not prope�ly licensed and is not entitled to pertnitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
, that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of euisting 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 occupanc�'or final power release. If the project does not involve a certificate of oaxipancy or
final power release,the fees must be paid prior to permit issuance. Furthertnore,if Pasco County WatedSewer Impact
fees are due,they must be paid prior to pertnit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuafion of work is$2,500.00 or more,I
certify that I, the appliqnt, 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°owne�',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owne�'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the infortnation in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construcBon,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. 1 certify that no work or installation has
commenced prior to issuance of a permit and that all work will be perfortned to meet standards of all laws regutating
construction, County and Cily oodes, 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 work,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:
- Department of Environmental Protection-Cypress Bayheads, Welland 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 8 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:
I - Use of fill is not allowed in Flood Zone°V"unless expressly pertnitted.
- If the fill material is to be used in Flood Zone `A", it is understood that a drainage plan addressing a
°compensafing volume"will be submitted at time 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 with a pertnitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wafl.
- 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 ated for violating
the conditions of the buildi�g 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 infortn the owner of the pertnitting conditions set forth in
this affidavit prior to commencing construc6on. 1 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
permit issued shall be consVued 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 pertnit issued shall become invalid
unless the work authorized by such permit is commenced Hrithin six months of permit 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 6e requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable puse for the extension. If worlc 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 T{MCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LE DER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me thls S cribed a om to(o ffumed)before me this
by ►
Who is/are personally known to me or haslhave produced o is/ar rsonally wn ro me or haslhave produced
asidentificaHon. asidenOf�ation.
No[ary Public LK Notary Public
Commisslon No. Co 'sio
, ",:y�;,; JACQUELIN
Narne of Notary typed,printed or stamped Name of Notary.4�d��ftin 2O�S
.:�� Expires cember 12,
?ondnd Thm Troy Fnln Insurance 800�385-7019
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Majestic t�aks ��
LQ� �� �LL�ti�I:KSiiA�LCt�1�LY'i�liTriALL
42' _ �coD�s,F�.ox������.�_��
, TIONAL ELECTRIC CODE ANt�
CITY 0� EPH'�'F;I�I.LS OIZI}I�N�C�S
Side!ot lines have ad iona!6,-6"
inimu Spacing befinreen setbacks to existing ctures.
truct� es 13' '� �
13�4"
�dr_��� 5�,�111� �f �A°�°� �5
Jacobsen
CITY F�����fRH��.�S
Park Model (�Lp�� ! � �
.�t,,
7 ' � �
$'
5C1'
2'
Minimum Spaci beiween
�� Structures 13'
F�cistin Concrete
Dcive y 32'wide
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PEFii1Al7'WOf�KSHEET I page 1 of 2 I ^
PERMI'T iVUf1��ER
Installer •
Y '� - S �iconse# I�I�Z�Z 1 l� New Home [�Used Home ❑ "
Home Installed to the Manufacturer's Installation Manual ��
Address of home � , � I�� �"`�f� Home Is installed(n accordance with Rule 15-C []
being installed , ,� -
Sinqle wide [�/Wind Zone II ❑ Wind Zone III Q,
�
Manufacturer (� Length x wldth _'��-(X,S,'?j.7. . � Double wide ❑ Installation Decal#
NOTE: If home Is a single wlde flll ou!one half of th�blacking p/an Triple/Quad ❑ Serial# � �
Jf home!s a irlple or quac0 w/de sketch In pemAlnder of home —"'
I understand Lateral Arm Sysiems cannot be used on any home(new or used) Rooi System:_✓ypfcai._._..__�__Hinged
where the sidewall tles exceed 5 ft 4 in. PIER SPACPidG T�►BL�FOR USED HOMES
Installer's initlals Load Footer
16"x 16" 18 112"x 181/2" 20"x 20" 22"x 22" 24"X 24" 26"x 28"
Typical pier spacinq bearing s�ze (g56) (342) (400) (484)' (578)` (676)
� � iacami capacity (sq in)
2' �`
� � � �
I Show locatlans af Lonpltudinal and Lateral Systems � �� � � �
. IongNudlnal (use dark Iinos to show these locations) � � � ,
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1 1 1 1
` interpolated from Rule 15C-1 pier spacing teble.
PIBFI PAD SIZES
I-beam pier pad size �� � 2.2�� a ze n
Perimeter pier pad size (1111Y1��4,� X��o�� ' x'
..�,.�,.1. ......................._........-----..._.............. ...,. ................. _ - .�,J� Other pier pad sizes xx
(requlred by the mfp.) x
" x :
Draw the approximate locations of marriape x
�p,�.� wall openings 4 foot or greater. Use thls x
merriagew piorew�i 2'ofendolhom parRulol C � symboltoshowtheplers. x
X
Lis II marrlage wall openings�reater than 4 foot x
.
and t sizes below.
............................�......... .........�....,.................... .................................,.,,....,,,.,...... z�1"e
�.... .... p nt g oR
CN S
.'�.. . 0 e n Pier
�:�:��:�:: -.I.. ..._ r.... ��.:��. n
..�.. ..{.. .�....�....�...........�...... ..�.... 4 ft 5
i ..T.....
..I. ..�.....�..... .�{...... .:�....�. ,.�.... ..I...... '.�.....�.....�.... ..�.....
i�...�.. ..1.. ..�.. ..,: ..�. ......;.... � � ' FRAMETIES
�...;. .;.. . .. .... :.i....., ..�........�._..., �:.:
..r::�:::_...::� .�.
�.....f....�....�....}.. '�::_�:: ...�.... �...... ... ... ... .., .,i,..... ..I...� ..f.... . within 2 of end of home
..f:�::�_..1.:��:� ..�.....f......::�:....: � i i ::�::�:�:::::�::.... ::�::��I , „
1 _l.. � ..1..:�.....1.. ..1...�...�...... ..�... . _ ..�....T..... ..1 spaced at 5 4 oc
. . ........_...... . ........ .. . . ...;.... .. ..
, . M ,..
........ ..... ..... ............ .. ....... � _
„ ....
_.. ,... ..... .
_.....
� l...._... . ._�:..�„ ..... ._.1... ....�..............
... ...:............._.
.......... �.................... .
�.........I..... �............... ... ..................._..:.... .....1............... . ,..,, .... .. ...1...._ ...� TIEDOWN COMPONEPITS OTHER TIES
� � �.......... �.............. �...�.......
.._.... � � �..._ ... ...�..........j....... ...... N ber
(.....�......... ... .... �..:. � ........._......... .,... 1
.........�....�....�--...._�i.... -t.... .....�...�...._... . . ' .....fi.....3.. �.i Longltudlna!Stablllzin Device LSD
r.... �. �.........�....... . . . ....�.....,.,.�....,....�.. ?...;..:. .�....... ...Y 9 ! 1 Sidewall
...
.. .........�.._. ... ...._..�...�._.:............. 4 } �'....... ...;.....„ ! �..... ... Manufaciurer
{ i-• �.. ..�.....,. �
;� �� } , ,• � -�-,••-�,- -.r..... ..�.. ..�.... -!.. .�..... Longitudinal
....�
�.....�..........:...................�....._j..__:._.........._.�...•....t_...�..�....�..........._.........,...........,..... _..;_........_.._'....,.....i.........:....�........ Lonqltudlnal StablUaln D v e /Lat af Ar s M ri '
.._.�....I....�....I.._..��...fi t ..�.._...... ! �....!:....! ...._...... ....... � ..�. ,...!......,.,...... � { i � � � ar aq a�� �_
. .. .. .. .......
1 �
7 ••• , r• �• • T.. �..... _ ...�..... ....
. 9
�..... Manufacturer_Q h � Shearwail
[.._�....I.....�...T.... 1.....,.�..�.....1.._.. �..._......r_.._i... �.....[..........�._..►.....Z...,1... . i....1._..� [.� [.. i�...l...:.. � �... ...�
. ,.... . �........I:�. � . . ...
PERMIT WORKSFlEET a e 2 0 2
PFRMIT 61111MRFR
' � F'Ut�Kt 1 h'�Nt I HUMt I tFl f t51 �
Debris and orqanic material removed ✓
pocket penetrometer tests are rounded down to «� pst Water drainage: Natural ✓Swale Pad Other
_ �eck here to declare 1000 Ib. soil without testinq.
Fastenlnq multl wlde unfts
x�U x(2�U x�U .
Floor: Type Fa Length: Spacing:
• Walls: Type Fastener: Length: S
POCKET PENETROMETER TESTING METHOD Roof: Type Fastener: qth: pacing:
For used homes a min. 30 , ' e qalvanlzed metal strip
1. Test the perimeter of the home at 6 locations. will be centered ove eak of the roof an with galv,
roofing nails on center on both sides of the centerline.
2. Take the reading at the depth of the footer. '
Gasket(waatherarootina 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 th�t condensation, mold, meldew and buckled marriage walls are
a result of a poorly�i talled or no gasket being installed. I understand a s '
X�(� X �(OL� X �S(J(� of tape wfll not serve as a et.
In r's initi
TORQUE PROBE TEST ,
' Tvpe qasket led:
results of the torque probe test is�2��inch pounds or check Pg. Between Floors Yes_
!if you are declaring 5'anchors without test(ng . A test • 6etween Walls Yes
nring 275 inch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes
�: A state approved lateral arm system is being used and 4 ft.
anchors are allowed at the sidewall locations. I understand 5 ft Weatherproo4ing
anchors are requfred 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 arichors with 4000� ding capaclty. Siding on units Is installed to manufacturer's specifications. Yes ��—
Instalier's initfals Fireplace chimney installed so as not to allow intrusfon of rain water. �es-IVI� w
ALL TESTS UST BE PE FO �VIED BY A LICENSED IfVST�►LLER Miscellaneous
V
:r Name (�/�.�( �'���.Q,(� Skirting to be instailed. Yes � No /
' Dryer vent installed outside of skirting. Yes �/ N/A
ested �� �� Range downflow vent installed outside of skirting. �es �N/A
Drain lines supported at 4 foot intervals. Yes \/
' Electrical crossovers protected.-a!es–��
� Other:
Electrlcel
electrical conductors between multi-wide units, but not to the main ower �
fhis includes the bonding wire between mult-wide units. Pg. r�
Installerverifies all information given with this permit worksheet
�m na � is accurate and true based on the
manufacturer's installation instructions and or Rule 15C-1 &2
all sewer drains to an existing sewer tap or septic tank. Pg. -
all potable water supply piping to an existing water meter,water tap, or other
Installer Signature �` � Date�f,�
ent water suppfy systems. Pg.
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page 1
OLIVER TECHNOLOGIES,INC. revision 6/07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 "V"SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1701"M'(STEPS 1-15)
LONGITUDINAL ONLY FOLLOW STEPS 1-9
FOR ADDING LATERAL ARM:Fol/ow 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
' 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. 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.
�. ��
INSTALLATION OF LONGITUDfNAL V BRACE SYSTEM
NOTE: WHEN INSTALLING THE LONGITUDINAL 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 AMCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276 8 350 A 4 FOOT ANCHOR MAY BE USED.USE
GROUND ANCHORS WITH DIAGONAL TIES AP1D SYABILIZER PLATES EVERY 5'4".VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION 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"
33"to 41" - � 44" . � 18" -
40"to 48" 54" 18°
5. Install 2 of the 1.50"s uare tubes E 18"tube into the"U"bracket J insert carria e bolt and leave nut loose for final
O q ( f }) O, 9
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 1.50"tubes using four(4)1/4"-14 x 3/4°self-tapping screws in pre-drilled holes.
'� INSTALIAYI N OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM
THE MODEL 1101 "V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZER PLATES�FRAME TIES.
NOTE:THE USE OF THIS SYSTEM REQUIRES VERTtCAL 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 8�
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 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 pre-drilled holes.
0; � OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555
1-800-2847437 Fax:931-796-8811
www,olivertechnologies.com
I , page 2
INSTALLATION USING COIdCRETE 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 boft to the edge
of the cona-ete.
NOTE:The bottom of all footings,pads,slabs and runners must be per local jurisdiction.
LONGITUDINAL: (Model 1101 LC"V")
� 17. When using Pa�t#1101-W-CPCA(wetset) simply install the bracket in runner/footer OR When installing in cured concrete use Part#
101-D-CPCA�dryset).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 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 runnedfooter. 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.Place wedge bolts(Simpson part#S162300H 5/8°X 3°or Powers equivalent)into(D)concrete dry transverse
connector and into drilled hole. If needed,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),then remove the nut.The sleeve of concrete wedge 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. • =STABIL�RPiATEANDFRAN�l1ELOCa4T10N (neecisto
' be bcat�dw�hin 18 irhes c�Foenher'oFgrtxaxl pen oroor�e)
3. � LOCA710N OF LONGfNDQ�lP►LBRACING ONLY
4. �-=TRANSVERSE&LONGf f UDG�AL LOCATIOt�l.S
REQUIRED NUMBER AND LOCATIORI OF MODEL 1101 "V" OR 1101 C "V"
BRACES FOR UP TO 4/12 ROOF PITCH
«
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_systerris.for home lengths..up to 52' and 8 systeins for homes over 52' and up 80'._One statiilizer
plate and.frame fie required at each:lateral bracing system. � . _ ' �
r I
Florida approved 4'ground �,�, page 3
anchors may be used in all revision 6/07
locations except where --
home manufacturers speci-
fiptions for sidewall straps ; �
are in excess of 4,000 Ibs. .�- Transverse artn 1-beam << U I i i i iU�?- i 8
These locations require a 5' connector - -
anchor.Per Fiorida Code. �H- Transverse arm
Top(125°)
�— bottom(1.5°) C=GROUND PAN
D=GROUND PAN CONNECTOR
D-Ground F-:°�/°brace I-beam � U BRACKETS TRANSVERSE
Pan connectors E=TELESCOPING V BRACE
transverse �Y/ TUBE ASSEMBLY W/1.5 BOT-
connectors �-ground Pan TOM TUBE AND 1.25 TUBE
v'/ 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 amp
Attemate Hole for (7)PerAssembly
LOIIgItUd2 dn/ - Narrower Beam Fiange
concrete bracket
,
part# 1101 D-CPCA � ;��
.
s'�d I r'' Grade 5-1/2"x 1"
''}> ' ' �-' � Cartiage Bofl 8 Nut
�S'`` .� /
Wet bracket part#
1101 W-CPCA not � __ Grade 5-1YZ-X z�rz° Model 1101 CVD
Sf10Wf1 -- Carriage Bolt 8 Nut
� Model 1101 CVW �
I-BEAM CONNECTOR BRACKET
not shown
;Florida approved 4'ground �^�-�� C=CONCRETE FOOTER/RUNNER
Eanchors may be used in all __ D=CONCRETE U BRACKET TRANSVERSE
Elocations except where home �
Emanutacturers specifications l CONNECTOR(conneCts with gr'dde 5-1/2"x 2
;for sidewall straps are in � t:__ 1/2""cartiage bolt 8�nut)
�excess of 4,000 Ibs.These I- Transverse arm I-heam ,, qi i i i iUl!T�N d
Elocations require a 5'anchoc connector - -ti E=TELESCOPING V BRACE
iPer Florida Code. . �H�Transverse arm TUBE ASSEMBLY W/1_5 BOT-
�Top,(125°) TOM TUBE AND 1.25 TUBE
bottom(1.5°) INSERT
F="V" BRACE 1-BEAM CONNECTORASSEMBLY
D-Concrete F-:°V°brace I-heam � (connects with grade 5-1/2°x 4"carriage bolt
U bracket connectors �11Ut�
transverse �Y/ H=TELESCOPING TRANSVERSE ARM
connectors ,1-Concrete ASSEMBLY
� °v°Bradcet �=TRANSVERSE ARM I-BEAM CONNECTOR
(connects with grade 5-1/2°x 21/2'°'cartiage bolt
&nut)
E-°V°Brace Tu6 , J=CONCRETE"V° BRACKET(connects with
rop(izs°) grade 5- 1/2°x 4°carriage bolt&nut)
Bottom (1.5°)
-Concrete
Faoted Runner
��
Model # 1101 C �V"
�", � OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555
1-800-284-7437 Fax:931-796-8811
www.olivertechnologies.com