HomeMy WebLinkAbout08-7721
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7721
ermit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
7721
PARK MODEL
PARK MODEL SET-UP
NOT APPLICABLE
Address: 3851 LAUREL VALLEY BLVD L T 36
ZEPHYRHILLS. FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: MAJESTIC OAKS
Parcel Number: 24-26-21-0000-00100-0090
15,950.00
4/08/2008 Name: NHC FL-115 LLC
175.00 Address: 3851 LAUREL VALLEY BLVD
175.00 ZEPHYRHILLS, FL. 33542
4/08/2008 Phone: 813783-3477
PARK MODEL SET-UP-TIF /CONNECTIONS/METER PD
A
CRANDALL, RICHARD PARK MODEL PLUMBING
BUlTERFIELD MOBILE HOME SERVICE
BAHR'S PROPANE GAS & AlC, INC.
6 . 0 A
40.00 PARK MODEL MECHANICAL
35.00
;:J:. olfJ
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REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be 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.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
nWarning 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. n
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CONTRA, R SIGNATURE-' PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhi11s
BUILDING PLAN REVIEW COMMENTS
/---~
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c~meowner:
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'Date Received:
~r~~71/l5
Site:
Permit Type:
Approved wino comments:D Approved withe below commen? Denied withe below comments: 0
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This a sheet shall be kept with the permit and/or PI~
Kalvin Swi1zer - PI ~ D~f ~ ~on~ #dIo~omeowner
(Required when comments are present)
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Building DepartmefJA
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Owner Phone Number ~ /3 ~ 1 g3~ 3L{1
Owner Phone Number I
Owner Phone Number I
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Owner's Address l~qqJ E. ComeJbacL Rei ~f1sd(}-lc #\2- tlSZ5/ I
Fee Simple Titleholder Namel I
Date Received
Owner's Name
Fee Simple Titleholder Address I
I 3251 [que) '!tll~ Rd I
I Mo.jt~ -ft'~ OOv/c.s I PARCEL 10#\24 - Z(p- 2/-0600 -00/00-
~ L.~ vo.J ley 81 vtI (OBTAINED FROM PROPERTY TAX NOTICE)
0/ NEW CONSTR r=J ADD/AL T D SIGN D MOVE D DEMOLISH
W INSTALL D REPAIR .----/
PROPOSED USE 0 SFR D COMM L.J:1 OTHER I
O BLOCK r-I FRAME 0 STEEL r:-7'i
TYPE OF CONSTRUCTION L-J LYJ
;~~;~~;~~;~~~j!!, ~ ,~~~" ~f~,~~ ~,~;~;C~, : ~ , " " " " "I" " ,~~I~~~ ,! "." " , " " , " , " , " ,I" , ' " , " " , " , " " " , ~
D BUILDING 1$ /5000. oc
D ELECTRICAL 1$ 200.00
D PLUMBING 1$ J()O." 0
D MECHANICAL 1$ 600:0
D GAS 0 ROOFING D SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES G1No
III II I , I , I I , I . I , I I I I , I I , I I I I I I , I I I I I , , .. I I , I I II I I I , I I , , , I II I I " : II I II I I I , .. I .. I II I , , I ., I ., I I , I " I I I 11 I I , I I I , I I I , I I I I I I 1 I I II I I I I I I I , I I I ~ I I I , , I , , I I I
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
LOT# 130
cdI{)
OTHER I pw).-M{)o.4
AMP SERVICE
VALUATION OF TOTAL CONSTRUCTION
PROGRESS ENERGY
D
D
WR.E.C
VALUATION OF MECHANICAL INSTALLATION
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BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
COMPANY
REGISTERED
I ~~~~~~eJ1EE~!i~ I Y/N I
License # 1/ /-1 C>{)cJ(jO~O
I Vandd/ r/~(;fF1'v
I Y / N I FEE CURRENT I Y / N I
License # IE ROOI 'l- 9/ D,
rv~;;r~-~~UR~~~-IS I Y/N I
License # II 1-1 Oca:x:J ~ 0
1~0r5
I Y / N I
FEE CURRENT I Y / N I
License # I CAe 0 Lf39 'I ~
Y / N
Y/N
FEE CURRENT
Address License #
111111111111111 I 11111111111 J I111111111 J 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 J 11111111
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. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wi 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 construction.
11.1111! 1111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 i 11111111111111 11II1111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC 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
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
County.
TRANSPORTATION IMPACT/UTILlTIESIMPACT AND RESOURCE RECOVERY FEES: The undersigned ltnderstands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the constrUction of new buiidings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordihance number 89-07 ahd
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 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'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 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 performed to meet standards, of all laWs regulating
construction, County and City codes, zoning regulations, and land development regulations ih the jurisdiction. I also
certify that I understand that the regulations of other government 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 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 violating
the conditions of the building permit issued under the attached permit applicatioh, 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 wor~,
plumbing, signs, wells, pools, air conditioning, gas, or other installations hot specifically included in the applicatioh. 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 isslted 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, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOtiCE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGEN CONTRACTO
Si/ftJ~,"db:- ~ s"m~~'nd :;""' to n, 'f."i i!rJ"~"'''
Who Is/are ~ Who Is/are own me or has/have produced
as Identification.
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Notary Public
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Notary Public
Commission No.
Commission No.
Name of Not~ p~ped, printed o~d
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...-.'... MY COMMISSION' 00 61639
* · EXPIRES: November 20, 2010
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Name of Notary typed, printed or stamped
..r>..~~;.:~t- TONI8OHMIm'
~. ... MY COMMISSION' DO 618301
* EXPIRES: November 20. 2010
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State of F lor,. d C7'-
NoncE OF COMMENCEMENT
County of '? ~ c (')
1111111111111111I111111111I1111I1111111111111111111111111111
2008049!592
THE UNDERSIGNED hereby gives notice that ~wment wiD be made to c:ertaln I'M' property. and In accordance with
Chapter 713, Florida Statutn. the following information Is provided In this Notice of Commencement:
1. OescrlpllonofProperty: ParceINo.2~-2..<C- '2/-OCOO - 00100 -oo'iO Majc.st1c Oo...l,)R.v
Lot-3b a.t 3CfZI Qw;Jte" Rt'dcJQ..,<;.+.2ephjvh:11,)t(=(33Sl/6 PtV~
(\.egIII deecriplion d \he PfClPIIIly -' IlnIlIt ~ f"""" ,
General DescrIption of ImproY4MTlent ...pc-v L '" r. &.\ s €- -t -\...q)
2.
Rcpt: 1171638 Rec: 10.00
D0S4/: 003, 00 IT: 0, 00
/08 Dpty Clerk
3.
ONner Infol'lTl8tlon: Name N I-l (' F L - U 5 LL G
lo'l'1Il3. eo.mtJ bo.a-Kq $1-(1. IS -~I 0 Sea t-fs do...l e ~
AdchH cay
P>rL 'g525;)
SlaI8
Interest In Property:
NlIme of Fee Simple Tllleholder:
JED PITT"ANd PASCO COUNTY CLERK
04/03/08 00: 31am 1 of' 1
OR BK 7801 PG 1853
(If olMrlhan owner)
4.
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Stall
5.
Surety: Name
A~
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Stall
Amount 01 Bond: $
6.
lender: Name
Add-.
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SlaI8
7.
Persons within the State of Florida detlignated by ,Ovtner upon whom nolicea or other documents may be AfWd
.a provided by SectIon 113.13(1)(1)(7); FlorIda StatutN:
Name
AddrMs
cay
SlaI8
9.
In addition to himself. Ovtner designs'"
of
Notice .. provided In SectIon 713.13(1)(b), FlorIda Stlltutaa.
Explratlon date of Notice of Con!menctmerrt Is one year from the datil of recording unIeaa a' different date Is
specified.
, to receive a copy of 111. L1enof's
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STATE OF FtORID~
COUNTY OF ~ c()
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(name of penon acknowlec:lglng), ~rsona~
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...., '. M,YCOMMISSIONIDD818301
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5'
75'
40'
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23'
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Lot 36
Facing Laurel Valley Boulevard
Majestic Oaks RV Park
3'$5/ Laurel Valley BoulevardREVIEW DATEjJl-,01
CITY OF ZEPHYRH~S
Zephyrhills, FI33542 PLANS EXAMINER
~
5'
ALL WORK SHALL,COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDI
COI'm, NATIONAL ELECTRIC CODE AN
CITY OF ZEPHYR HILLS ORDINANCES
~3!2~/~~0~ 1$:4~
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State of Florida
DEPARTMENT OF
BIGHWAV SAFETY AND MamR VEHICLES
T~ JI.OII~ 32JH.OSeO
~"Re1) 0. J)lCJQ/'0T50I"'" 111
Il.:c:cud;te Db1'JCtIn"
MatCh 20,2002
rvJ:r. Bert A. .Moore, Fi1UU1ci.aJ. Maml.ger
Mimufacl1J:ed Housing Fotn:lliation Systems .
Oliver Techl1ologies" b.c.
Post Office Box 9 (467 be Avenue)
Hohen.waJd, Temwssee 38462
Dea:r .~. Moore:
We wish to atknowledge rccciptofyottt apeeifications and t8StteS'w:ts ~ that
;y'Out Longitud.ind Stabilizinc. aud Laun1 Bmcina System, t101 V,. J.i.mld below complies with
the speeifica1ion~ atid 1egula1i0l1! set by the D~ ofBilh'MLY Safely and Motor Vehicles,
Rules 1:SC-1.010S~ lSC.l.010? end lSC.l.0108" ~ ~~ Code.
Ins1:Wlation instro.cUcns must be available at the inRlUp.t;on'site.
K9DEI .#
1101 V
DF4pupn01'j
LOr1gif:utiixW Stabilizing 8l1d Lateral Bracing System
NOTE: This systt!m tafor replacemenl",,/Jongitudi.mI.t DrlCho7'S. ~ t)Jstem:C4n (171}V be
wed 'Witit sitl.l!.wall Dllch"r 3,padng qf j 14 ". Mad.mll'ln stntl angle 45d. .
Ifyo\1 have any qucstioM, pIesse advite at (407) 623-1340.
Sitteerely,
PRB:srb
(fPJl /!:J~
Phil Belplt, Propa:m. ~tmapr
BUTe8.I1 ofMobil.e Home WI
R=rstional Vehio1e Construc.tiO!1.
Division ofMotoJ' Vehicles
Dt'VtSlONSi(I,..()R1llA. BlGIM.~Y PA1'.t:OL · DUVllJ1. ~ . Mato.. '''EInc:utS . JIr.'I>~ SE:rt\~
Nell lC.b'~ lhdl4llDg, n~ FJ.wldsl. ~~
OUVER nCHNOL.OGIES. 'He,
FLORIDA IHSTALLAnON INSTRUCTIONS FOR THE
~ 110'1 .V" SJ;RII~:a aLL ~~ ftOUNrll11ON 8VS'TI;U
MODEL '1101"'" (STEPS 1-15)
l.ONGITUDINAL ONI.Y: FOLl.OW STSPS 1~
I'Oft ADDING !.AmRAl. AIfM : I'oIJow StePS 10.15
FOR CONCRrrli ,l.PPUCATlON.: I'oJ1ow $te1M 1...19
Jl:t;!C I
r\~,,'i~(m ('/07
EtICllINII!M; S1'Ml~
SNOINIl!RS llr..~",
1. SP5CIAl. CIRCUMSTANCeS: 11 ttle following conditions occur. STIJP! Cont,cf Oliver ~ch"OJO(JifJ8 at 1-8DO-284~7437 :
a) PIer height exoeeds 48" b) I..ength of home .x:::e.dlll re' c} Roof eJIves exCIted 1 e" d) Sidewall height e:l(ceeD 9S"
q) Location is wlthln 1500 feet of ooast
INST~LLATION OF GROUND PAN
2. Remove weeds end debris in an approximate two foot square to el(pOse firm soil for ~ach ground pan (0) .
3. Place ground pan (C) directly below chassis l-beam . Preas or drive J)l!In firmly into soil until flush with or below8oil.
SPECIAL NOTE: Th&llongitudinml .V" brace system salVes as a pier under the home end $hOuld be loaded 8lt eny
other !:I!er. Ills I'$commendsd thfit efter leveling pisr$. end ofle.third inch (113") before home is lowered compietely on
to piers, complete steps 4. through 9 beiow then remove jacks.
IN~TALLATtON OF l.ONGn:UU'N~k teX'. ~RACE SYSteM
NOTE: WHeN INSTALUNG THE l.ONGITUDINAL aY8TBM t:JJJJJ.'i. A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION I. RIOUfREO. SOIL. TEST
Plltose SHOULD BE U'8ED TO DETERMINE CORRECT TYPE OF ANCItOH PeR son.. CI.A88IJ1ICATlON. IF PROBE TEST READINGS ~ BETWEEN
115" 176 A S FOOT ANCHOR MU.... 8E UlSID, IF !'ROI. TlST UADtNGS AIU; armvEEN Z'78" 310 A4 FOOT ANCtJO" NAY ee: U$~D, uee
G~UND ANCHORS wrrH lJlAGOMAL. TIES ...ND sr....IUZ< PLATSS EYIRY 5'." . VIlmCAL nn ARE AUIO REQUIRED ON HOMIS SUPPLIED
WITH VSUICAL TIE CONNECTION POINTS (PER ffLORIDA RIG.) .
4, Select the C07TQct square tube brace (e) length for set. up (pier) height at 9U!'port location. (The 18" tube Ie always
used as the bottom part of the longitudinall!lrm), Note: either tube eM be used by Itself, out 8Mi etined to length 391009 as l!t
40 to 45 degree angle is maintained.
PIER HEIGHT
(App;ox. 45 degrees Max.)
1,25' AOJUSTASL.S
Tl,lbs Length
1.S0" ADJUSTABLE
Tube Length
7 314" to 25" 22" 18"
243j4" to 321/4# 32" is"
~n to 41~ 44"' 18"
40" to 48" 54" 18'
5. Install (2) of the 1.50. SQuare tubes (E {1S" tube}) intothe 'U" braol<et (J),lnserl oarrlage bolt and leave nut loose for final
adjustment.
6. Place I.beam con~etor (F) loosely on the oottom flange of the I-beam.
7 Slide the selected 1,25" tut)e (E) Into 9 1.60' tubo (E) and attach to i.beam connectors If:) and faslen loosely wit;, bolt and "ut.
s.. Repeat steps 6 thl'QlJgh 7 to create the 'V. patiqrn cf the sqUtlfe tubes loosely In place. The 8ngle Is no! to exceed 45
degr.liI and nat below 40 degrees.
;9. After all bolts are tightened, secure 1.25" and 1.50" tubas !,IsIng four(4) 1/4.~14 r. 3;4" selr-tepping screws in pre-drilled holE:l$.
INSTAI.I.ATlON OF I.ATERAL TEl-ESCOPING TRANSVERSE ARM SVSTEM
THli MOOEI.11 01 "V" (LONOrrUDINA.l .. lAT!rtAL. PROTeCTION) !LlMINATES THE NEED FOR MOST STABI1JZER PL\11!!S & FRAME TIES.
NQ'TIi: THE usa OF THIS SY"'''' RIQUlMS V!R11CAL TIESlSPAQ:D AT $'4""
f'OUR FOOT (4') GItOUHD ANeH~ MAY III tJSID EXCEPT WHIRl THE HOMIl MANUflACTUREft SPECI'I!!! DIFI'!RBNT.
10. Install remaining vertioaliie-down straps ar.d 4'gtOund al'ichOr~ per home manufacturer', Instrl.letions. NOTE: Centerlina
I/II'ichcl'S to be sized acoording to soil torque condition. Any manufacturer's spec:iftcations for sidewall anchor loads in excess of
4,000 Ibs, require a 5' anchor per Florida Code.
11, NOTE: Each system is required to have a frame tie and stabilizer attecned at each iateral arm slabillzll'lg looation. This frame tie 8-
_biltz-er plate needs \'0 be located WIthin is'' from of eer.ter ground ~n,
12. Select the eorreot square tube braes (H) length for S&tMup lateral transverse at support location. The lengths come in efther60'
or 72" lengths. (With the '1.50" tube as the bottom tube, snd the 1.2~ lUbe sa the inserted tUbe,)
13. InslSti tne 1.M tiansverse brace (H) 1,0 the ground pan connfilctor CO) with bolt ;sod nut.
14. Slide 1.25" transverse brace Into the 1.50" brace and attactl to adjacent l.beam connet:lor ( I ) with bolt and nut,
15. Seoure 1.50~ Jt81"1~vers& 8,.,110 1.25" transverse arm usinQ four 1411/4" - 14 x 3/4" seif-taouing 80l'VW$ in I)re-drllled holes.
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OLIVER TECHNOLOGIES, INC.
1-800..284-7437
19lepoorlG: 931-7954555
Fax: 931.796-J81"
1oWIW,o!klerteohnologle$."'''''
llr.!i~ ~
INSr~LLATION USING qpNORETE flUNNER IfOOTER I'\W;,j'lll Ml'
16. A conorete runner; footer or slab may be used in place Of tha $teel ground pM.
a) Thill COIlCl'll!tla l!Ihall be minlmum 2~OO psi trloe
hI A concrete run:'ler 1l9}' bo #,lither IUllgillldinai or t1!lnS1/$i'S$, a/'ld must be m minimum ot S" deep with a l1IirJillum v.idh of 16 ir.ches
longitUdtnsHy cr 18 indlfls trall5vf'.ise 10 8/10'.11' prop.' dislanc:e between the CO\1Cl'5te tx,;t 800 the edge oFthe eonorele ($e~ b(JIOW).
e\ Footers must hava rninlml,itTl l.ld,lrfSct!l aros of 441 SQ. i'l. {l,$. 21" 8q;Jiilre), and must be a mlnimUtTl or S" deep.
d', If a full slap Ii used. fre d~plh must be a 4" minimum.
S!:>ec,4illlnsoe,clion of the system brsckE!~ il'l8lallation 15 !'1(')e rectUlnad.. lioctlfJll must slklW for st Is,est ~" from tf',B cor:erem bolt to the edge
01 Ine coner~te.
Nt)!E: The bottom of all footings, padls. '5{eb$ 3n<f 1'l.JI1l'mm must be pel'l(lc:a1 Jm1I1C1lction.
LONGITUDINALl (Mod.I1101 LC "V")
11. \&be", uSi"" Part iF ~ 101 ~W'cPCA lwetsat). simpl:,' ilJSis!l tI"le bmcl<st '" r,Jnnllrlfuoter OR Whal'l mSlall!nQ III CU~ Cl.locrete use j:l{lr~ #
_l!tl-D<CPCA !dMf.ltl The 1101 (Qrysat) CA br!Icltet 1$ t'lt'.schea 10 tt1e conaele using (2) 518"x3" conc.1lItewedge 0011$ (Simpson ~I!frl i#
S162300H S<S' X 3" or Pcv.<er:& equiv31snt). ~ace the CA b;aCl(e~ In desired Ioo!ltion. Mark 'bolt tJoIe Jor.;atbns. then U.~ii'g a 518" dlaml:)tt!1
I'l\a9Qnry oil, driB a hole to a mini!TlJf!1 :fepth of 3", Ma~ SIJt's all dust and eonerelS is bIoNl"l out of the holes. P!aC!!'\/'#9dga bolts into drille;d
holliS, then plee~ 1101 (dry set} c..i:\ cl'6ck<<: Q'ltO yJat:gg bofts wd Start wedg9 boit nut!, Take a hltmmer end I1gnt~y drive tne wedge boilS
down by hitting t,e nut (making sure nif. to hit 'Ii1a 1'-';> "r thr~$ en bOlt). rM ~!~>:tf eoncr&te ~Q~ b$J11 r)f':eds.:Q.b.un or !:!elm'\' lh~ 1&11{
of m!'lClnltfl. C~mplfl'.e by tight...4fling 1l'.iIs.
LAT!RAL: (Model 1101 TC "V")
'IS, For \yet set (part # f101-W.TACA) iflSlIilllation ilimpfy !\".stall ~h~ a:'V"..hOl' bel! into fU!1r.e;Jfooter, For dry eet Installation (?art # 110'1-0.. TACA)
mark boll. hole b:ations. then using ill S}B" diem. I"asonry bit drill z hole 1.0 e mlrirnum oepth of 3". Make sura a,l d,,$1 alid concrete is
b10W!1 out or t.~e hole. P1e~a wedge bolts {Simpson part #S162300H 518" X 3" or Po\'l6fS .quivalel'lt) irlto (O) conorete dry trarl'.illenle
connector and into drifled hole. If Mf!ded. take a hcammet and lightly driv9 thliIl >M:dse bO.~ down by hitting ttJe nut (l1Viking sure nn1 to hIt
tM top Of threads on belt), !hen remove ~he nuL 'The sleeve of tlOncnrie wedoe bolt needs to he at or below the ':ot>.:of ool'lorl:m.
19. When using part # 1101 CVN {wetset} or 11tH C\ID (dry$etl. in$tall per steps 1; & 18.
Notas:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2,. ... STABlI2ER PLATEJWJ FRAME "rE LOCATION (needs!")
be Jc:c:ae:l wtti'I18 n:nee d (Em dgo..n:l fD1 crccraES)
3. D LCC~'Ir;N OFLCN..,"'1Tl..DNAL8RA.C!NG CNLY
4, g:::r,- TRANSVERSE&LO....IGrrLOlNPLLOC"ATIONS
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REQUIRED NUMBE6 AND l,.OCAnON OF MODEL 11 Q1 "V" OR 11!l.1..C "V"
BRA~ES FOR UP TO 4/~2 ROOF e.t[k):i
ALL WIDTHS; AND LENGTHS UP TO 52'
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ALL WIDTHS; AND LENGTHS OVER 5.2' TO 80'
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HOMES WITH 5/'12 ROOF PITCH REQU1RE: PER FLORIDA REGULATIONS
6 systems 'for home lengths up to 5Z' and 8 systems for homes ever 52' and up 80'. One stabiiizer
plate ~nd frame tie required at ~~~h ~ateral bracing system.
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;>'O""9~tlP':wed,.j ar~.Irr.i I /~.:./... ,,~, fl. _.~ ..~. ~ [
a'R".hQfl\"lSylJel",fMl:n~1I .... // ._ ....' ~ ~_..
'o~3tlcmlS~'Jpt~ /.<:..,>-....._.-;/.:; 1) ,;n
flOtT-I: maflu~tU"""" ~pecl.. ." /" ... /,,- ." ~I i ..~~.:Wi,.z:m.~'jo(., )1
~.' .... //0, .'t.'~ !. ;: I:
,!;.t.titlft$l'oJ s.dl!waU slT8~ .... ~ " .. ----."".' I: J ., ..- ..,r . '.... ,
,~t!!',.,Il>'"..8'J5of4.aooills. ~'- Tr__:l"!'!l-OUm 'I:; ,l]T'~lli!i'.J:LI.'1
T .~'_._.9~b_"_Il"";;' ClOI\/l8C!l:( ) "'~,"".: .,~;
"1qI....... !o,.....~ULM. ~"V y...,;. . ; "... ~. .~. ,"' 1 . ..... '-
sn.~~or. Pel Fltl,,'lI:I~ Cnd&. ..' ...... .......;/ ~H.. T:en&~'e/2.1l ;>,"' ..' /.,/".. ,r
...... .../' /~~ __' TOfl {~.:?5') ,o'" /~
, .-- ,..../.<:...:.....'~d; tollOrl (1.5") ~... '''''11/
j ~..~. 4''; /" ~ /' _ p ,." .... '
~ ".,. ...../ ~"""->~A.'" '.'-'. ./. / ... Z L''-
i ,../ ,,," ....::?.. .....:. !... ,.~ "Ii . ...... ,...~( . ~ ."-. ....., /' ;"
I . ,/ ./' ~.';.... I'~ D - Glt.und ~ ...~' ".. ....~ F. t.... cr.s::o 1-bllslr .
." .... .~~f' I 0 F .,
'I /<>/ .<;;:.... ..A. tt~.:no. /,// /.~.... t eoll'l~.
." /,rj <<,...... .,/ / ,... ,,, 'T""-
. ..../' ...,<',..,,0 ,... CQI1:U:Z"~f~ ./J. ,I J.
,. .'_' ".....,.~..... J'Il\'Cll.l(.,Pan
I ../ <' ~"'"..' ~ i"'''''" J V 8fllcile:
l~~ ;~ ,.~~".~.;1 .. I~
~~~>', /,/ ",./' "'-;:/, '/1 !
~ ............ ,...........: /.1'..,/ ./.-:."/ /"'.~ ~~I""^ !
. ., I ,/ ~ ~ ,,":/' -,"~,../ I
f...........I......~ // E.. '\!' 9rriCli! T'Jl!t. V" I..!;
~." Y j;J 'J;;' ....-;; T.~P'1,;;:5"J // /
~ ....., 1......;;,:$ ./'<(':". Dt::!o", I~ S~ ..~ J
t'" ,.,7" < ..,...-.:.:'...:......,.. .1 . ~ . :s..
<.. r--...-,'~+""i t-GtOU1l::lP"'l
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p~pc ,;
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C = GROUND PAN
1 0", GROUND PAN CONNE.CTO~
fl U BRACKETS TRANSVERSE
U E" TEL.ESCOPI~G V BRACE
~ TUBEASSEMaLYWI1,530T~
1;.; TOM TUSE AND 1.25 TUBE
INSERT
F .. 'V' SF/ACE !.BE.A.M CONNEC.
TO~S ASSEMBL..,.
H .. Tl:1LESCO;:>tNG T?Jl..NSVERSE
ARM ASSeMBL 'y'
I !!! TRANSVERSE A~M I-BEAM
CONi'lECTOFl
J.. V PAN BRACKeT
Model # 1101 'V'
~_-.J
LongitlJda dry
concrete bracket
part #: '1'101 O.C?CA
. J,.\l.."...., ..1St_mpl
.l\lLcnlil":a t'tIIt> ror . (~) l'H ,\s'JftlYlbly
M'j-~~:-~r l' ,4, '.
~----", ..
--'1'~{f,}\ i ~'l ~,- 5- "!.~':< l~
~~, , ..!I~ 5_., & N-oll
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... . ~,
...,
Groa"'S.112."1I2 ~/:r
C1~~:lII a NUl
Wet bracl<at part #
1 H'j1 W.CPCA not
Si1owl'l
Model 11Q1 CVD
1 Model 1101 C\/IN
not stlown
-.SeAM CONNECTOR eRA.:::KET
t~tnrlds ilP~.r \J~our.d i"'O ...~;./4" /"':::..... :t {oO..__,._..,
i"'dl"~ may~! lI!I81 ., Ill' "" /; .. ')1 i1 ....--.. "
jJllcarJOl\! -&K::&!ll Vl!W4 110mB /..../. <;z' ",'> I ~;!.~W'u...i+..
f;Y!anlJfil~\u:V!$ .poetP.callllnll ,/".,/ ,......;.:.( ....:y-:'A : I ! : j
lfor fit!!I\<1llUlIJ.ll)!! &r81n ,0' ~ // ~'i-' .1 ,.' I "
jll.~~liGo):4.1lD:l!l!D.ThtlIl! ,... .... Tlell$'~arm beG.." ! ';I:~:O!m.1..,\l.!!.r.!
I ..._.... .4~. (OMf!d!lr I .".'., '....~.
,IIICllMns 1'IIq~1(" a" ......,<:t!'. ,')0..,,' ." . ", ... ,...." .
~p~., F:c-rds ("..Dd6. ..... ,. /,>'" ~~.. h - T'"an!W.re.8 ern: .- .....~~'l:.
!' /. /." ", " ...-::-- To:) ('\.~S'l r;<<'" ./1
..... / /...<,:.....--- . 00lle.'\'l '1.~. ., . ...;.-.....:
. ..""......~._..f.. .I':;"~-::,,> ~ /r-"". . ~f \~. ...... ". L/i 1
I ......./ /~..._>{.....1 y' /~<,,~~-;% ...'-......,1..1 ,
...<.:;~,/ ./:-;'/1' .';) .c4r>c~ , '~551:f3-'''':''/ I,~ F-':"'\I~1'aOI! ~!)..~ ' l
'/. ..... /,// . ,u bI'l!d.&t. ,/..... con'l8lOtr= I
/' ....../ .<./ ~ 1ra1\1l_ .,-:;'. ......, ,
/ /;,/ .""<;, Gl."lffilC1OR . ~.;/ t' -sh
"~;< 0' '.. . - ;-t' 1 :'.,;. r::;1l ','
"'...........t'"~ .// /1""" /".'1
,....:.t>'1 ,,/ .,?, . "'....-...... '.h
:j:i A.. .......// E--I7~T.I!llt I. . ./...... Uj
k.... j? ).:;/.2' ~,1b" 7/ J,..l.,. (
,..).;;"...9" I //},,~ BaIIam (1.!f"l, ~.
"'or<'-' . <'1.,.( ........ '( ....1 k - Ccncme :;,'
i' .........,1.. 't>' SFo:t!E<'1 ilo.lMe'
,., .... 'i-" I l
.~ ......., I.... ;1
'I, .....\dy ~
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C '" CONCRETe FOOTER/R.UNNER
!:l '" CONCRETE U eRI\CKETTRANS\IERSE
CONNEC'l'OR (eonne<:t& with grad!!! 5 -112." ]I; 2
1fT r.aniage boll. & rnt)
1: ::: '"!"E'.:.ESCOPING V BRACE
"l'UBE ,e.sSEMB~ Y WI 1.5 BOT-
TOM TUBE AND i .25 TUeE
INSERT
F -= "V.. BRACE i.BEAM CONNECTOR ASSEMBLY 1
(oonnedS Wittl gt'3d& 5 -1/,~.)( 4' carriage b"" i
& nut) .. I
H .. TELESCOP!NG i~.NSVeRSE ARM
ASSE."-4BLY i
~ = TRANSVERSE ARM I-SEAM COMNECTOR I
(MI'IneCls with grade 5 ~1t2" x 21/2- carriage bolt i
&n\.lt) I
J.. CONCRETC. .V" BRACKET (connet:ts with
grade I> . 1!Z x 4.' carriage bolt & l'llJt)
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Model # 1101 C u',J"'
OLIVER TECHN01.0GIES, INC.
1..so0.2fU..7437
T.,Ie-phlJnEl; \.!;H-79~).4~~.:;
F..",: 931-706.88'1'\
ww>V. OIiYGlt'\er.;l1"';>lOgie!i, COlT,