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Home My WebLink About16-17331 \ /r' CITI� OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 17331 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17331 Address: 5032 DAUER CT 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 10-26-21-0010-12600-0030 Improv. Cost: 1,900.00 OWNER INFORMATION Date Issued: 5/11/2016 Name: LAKEVIEW OF ZEPHYRHILLS LIMITED , Total Fees: 180.00 Address: 10912 N 56TH ST Amount Paid: 180.00 TEMPLE l"ERRACE FL 33617-3004 I Date Paid: 5/11/2016 Phone: Work Desc: REPLACEMENT PARK MODEL 14 X 29'4 CONTRACTOR S APPLICATION FEES JIM'S ELECTRICAL SERVICES INC PARK MODEL SETUP 60.00 J AND H HOMES INC PARK MODEL ELECTRIC 40.00 J AND H HOMES INC PARK MODEL PLUMBING 40.00 � PARK MODEL MECHANICAL � 40.00 � - .� J� , � ��J� '� � Ins ections Re uired PARK MODEL MECHANICAL 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 I 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. CONTRACTOR S GNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED - PROTECT CARD FROM WEATHER a�aasaoozo City of Zephyrhills Permit Application Fax-813-780.0021 Building Department Date Received i —t phone Contact for Pertnftting � 33 � ��S�J owners Name lakeview of zephyrhills limited Owner Phone Number ' owners aadress 10912 n 56th st tem le terrace,fl.33617 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS 'V✓'� ///7�C CT z� n ;�`S �� LOT# _✓ �� SUBDIVISION lakeview mobile home&rv 2SOFtpRCEL ID# 10-26-21-0010-12600-0030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSiR ADD/ALT Q SIGN Q Q DEMOLISH e INSTALL e REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK instail new rv unit with electric hook u the a/c is built into rv unit BUILDING SIZE 14 X29�4" SQ FOOTAGE 399 HEIGHT � QBUILDING $/2 G VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE 50amp � pROGRESS ENERGY Q W.R.E.C. " QPLUMBING $ /�� a '�r��f' �G9�yi � �j, � /�� QMECHANICAL $ } VALUATION OF MECHANICAL INSTALLATION C,I �/�jn�l�"5 i� � �' . , QGAS Q ROOFING Q SPECIALTY Q OTHER �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER P � �/jP�JI COMPANY J // O/�� i r SIGNATURE r �/ REGISTERED / N FEE CURRE� Y/N Address �7� /!/(�v ,) p � ��/l �C/T �� License# ��/� �3 b t f� ELECTRICIAN COMPNJY 'M I 7 `� �C'�I UiG�1 G SIGNATURE REGISTFRED Y/ N FEE CURREA Y/N Address � J v� T� � �Q License# �G l V�J PLUMBER �/[-J/ COMPANY N (J /I L SIGNATURE • '� P � GCC e REGISTERED Y/ N FEE CURRE� Y/N Address �� /(/� License# 7! I�4Z,�J � ' ' � MECHANICAL /� COMPANY SIGNATURE ll REGISTERED Y/�'N FEE CURREA Y/N Address License# OTHER COMPANY , SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � IIIIIIIIttlllltlllllllllllltlllllllllllltllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets oT Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new construction, Minimum ten(10)working days after submittal date. Required onsite,ConsWction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facili6es 8 1 dumpster,Site Work Pertnit for subdivisionsAarge projects COMMERCIAL� Attach(2)complete sets of Building Plans plus a Lffe Safety Page;(1)set of Energy Fortns:R-O-W Pertnit for new construdian. Minimum ten(10)working days after submittal date. Required onsite,ConsUuction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Faalities 8 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 conshucUon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&ConVactor sign back of application,notarized If over Sz500,a Notice of Commencement is requfred. (A/C upgredes over 57500) " Agent(for the wntractor)or Power of Attomey(for ihe owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMIll1NG (copy of contract required) Reroofs ff shfngles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter ff on public roadways..needs ROW V � N0710E OF DEED RESTRICTIONS: The undersigned understands',th�t ihis,pprmlt may_be.subJect,to°deed"resUicttons° whlch may-be<more•tesUrictive.fhan'Gounry rvagulatCons:�TFie underslgned assu'rries`�esporisitiiliry tor'compliarice witti any appllcable deed resMctlans. _ . - UNLICEN$ED CON7RACTORS AND CON'PRAC70R RESPON$IBILIT'IES:- If flte owner has hired a contractor or contractors ta undertake work,they may be;r.equired.:to.be:llcenaed In accardance.w(th state.and_lacal regulations. If the contractar!s nat-1it�nsed es raqulred=6y law,tinth the awner a�id cont�actot�rrmay:be ctted for a•mEsdemeanor vtola�on under state law. If the owner or intended�,cantractor are�ncertein as to what iicenatng requlrements may apply�forthe intended work,they are adviaed to contact the Pasco County Building Inapectlon Dfvislon—Licensing Sectlan at 72?-847- sv09. Purthermare, ff ttte owner has hired a contractb�sit coritractors, he is arlvtsed to have the contractor(s)sign portlons of#he°contrector 8locic'of thta application for whloh ihsy will be responsible. tf.you,-as.#he owner'stgn as the contractor,that may be an IndlcaUon that he Is not properly licensed and is not entiUed to permitking privlleges in Pasco Gouniy. " '�i2�►NSPORTATION.SMPAGTIUTiLITiES IMPAGi'AND RESO�itCE REGOVERY fEES: The�undersigned undenstands ihatTrensportation Impact Fees.and Recourae Recovery Fees mey:apply�#a tF�e constructlan.of new buildtngs,change of use fn existing buiidings,ar,eicpansian<of-'ei�i`s��ig�6ulldings,as speciflad.tn Pasco Caunty Ordtnance number 89-07 and 9o-t37,as amended.,_The undersigned also;understands,tha�t such fees,-.as•marbe:due,.wilt be tdentfffed at the�time of� permlNing. It Is furtlier unde�stood thet Transportation impact Feea and Resaurce Recovery�Fees must be pald p�lor to reae4ving a"ce:tfHcate of occupancy'"or flnai•powar telease. .It the proJect�does not irnrolve;a.cert�icake of occupancy oc:. flnal power release;the fees mu�t be pafid prfor ta permit is`suance. Fe�tthermore;iE.Pasco County Water/Sewer Impact fees are due,they.must be pald prior to permlt-lsayanee-ln accordance wltFi applica6le Pasc+o'County ordinances. , CONSTRUCTlON I:fEM'WW'(Cheptei T73,Florfda Statutea,as amended): if v,aluatlon of work is�2,500.00..or more,t certtfy that 1, #he appt{cant,,hava•been ptc�vtdeif wiFh a copy of the�'Flortda ConstrucNon:Lten law--�Ffomeowner's Prokection Gutde"prepared byt6e F1orida Clepartment of Agriculture and ConsumerAffairs. if the applicant Is sameone other than the'owner",1 certity;.that I have:obt�{ned?a�copy:of:the abRve.descrltieddacumenhand ptomiseln,good faith to ' deliver It to.#he'ownec":pilor fo•cummencement:' ` ' , CONTRACTOR'SlOWNER'S AFFIDAVIT: I ce'rti[y�that all.ths:lnformetion.ln this appllcatlan is accurate.and that all work will'be done in compllance with all.applicable laws regiilaUng conatruoUon,zoning and-land developmenG Appllcatton is � herehy macle to obtain.a.permit.to da woflt,and ihsfaNa�an as (ndt�tet�:� :1 cetftfy that no watk:ar Instaltaticin has commenced prlo�ta Issuance of'a permit and that;all work will ba pertormed to meet standerds of all laws reguladng- consfrucUon, County and Clty codes, zoning regulatinns, and land development regulatlons-in the jurisdlctlon. 1 a!'so ce�ti{y that 1 unde�s#end tttet the regulat�Ons of otEier government agencEes mey apply ta fi►e intended watic,and that it ts ( my responsibllily to Identify�what.ac8ons I must�teke.to bedn�cortlpilance. Such agencles Include but are.not(imtted to: I pepartment of E�lvlronmental�Prctec8ori-Gypre'ss'Bayh'ead"s;WeBend Areas.and Ernlronmentafly Sens(tive l.ands,WaterlWasEewater Treatmen� - Southwest Flortda Weter Management:�tst►ict-Wells, Cypress.�Beyheads; Wekland Areas, Altering Watercourses. • Army Corps of Engtneers-Se�walls,Dacks,Navlgable Watesways. I, - Department of Nealth�8 Rehabllltettve Services/Erntronmenfal Health linit-Wells, Wastewater�Treatment, Septic Tanks. _ - US Envlronmental Protectlon Agency-Asbestas abatemen� Federal Avlstion.Auihodty-Rurnvays. I understand that the following.reatrlod`ons apply to tha use of flll:• - E1se ot ttlt Is not attowed in F16od Zone'V"uniess enpress4y petmlttsd. - tf the fiit materlal Is to be used.in Ftood Zone 'A', it Is underetoad that a drainage plan addressing a °compe�sating volume"will be submlkted at tfine of permlriing whlch fs prepared by a professlonal englneer Ilcenssd by the State of Florida. - lf ih��N material ts to be used in Flood �one'A'in�conneciton wlth:a permitted building using stem watl constructfon,I cerHfy that flll:�nrlll:6e used only.to f111 the area wlthln the stem wall. - If fllt materlal Is to be used�In.any area, 1 certity that ase of such f111 wll{ not adversety aifec# adjac�nt ' properttes. If use of fil)ts fount#to adversely:�fl'ect adjacent�pr+�perties,.the owner may be clted ior vlolettng the cond�lons.of the bullding,permlt I§aueil under tha'attached permlt&ppllcatlan,for lots less than.one(1) acre whfch are elevated�by fllt;�n englneered dralnage ptan Is requlred. . . (f 1 am fhe AGENT�OR.TFIE OWNER,I;prointse in good faith to It�form the awner oE the pemiitUng cand�lons set farth tn thts affldavit`prlor to commencing constructlon. I under8terid that a�aeparete permlt may be requlred for electrical work, plumbing, signs,wells,.pools,alr condlUoning,.gas,.or ottier Insta4l�ttons na�l.spec�lcatly lncluded In_the applEcatlon. .A permit tssued shati be constnued to be a�Ilcense to pioceed wtfh Uie work and-not as:authority ta.vtolate,cancei,alter,ar . set aslde any provlslons oi`the technlcal codes;nor shell Issuance�of a.permlt.prevent the Bulldlrig Offlclal from thereafter requldng a correctlon at errors In.plans;constructlon or vlolaUons of any codes. Every p'ermlt lssued sfiall become lnvaltd unless the worlc aathorfzed•by sucti perrnit.is-carrtmenc�dwlfhtn sbt months af petmlt Issaance,or(f work authorized by the permlt ls suspanded or.ebandoned#or a:peNod of�slx(ff)months efter the tlme the work{s commenced. An eutenslon may be requssted,In wrlting,from the Bullding,Officlal for a perlod not to exaeed nlnety(90)•days ai�d wlll demonstrete �ust�iable cause for.#he�tenslor� tf wark ceases,far nlnety.{9�}cans.ecuthre days,_th��ab ts c�nsldered akaadoned. i WARNING TO OWNER: YC'DUR.FAILURE•TQ,REiCORQ.A NQTIGE OF COMMENGEMENT NFAY°RE$UkT•IN YOUR PAYINfi TWtGE�OR IMRItOYEME�t;S�'fl;YOUA�PRI�PF.RTY.•1�°YO.U�I��F.KtEF`70��}�'�A1F1 FINf►�1� G;�ONSiAT WiT �O O O EC� FS Q� OU ' C `� ' •` FL4RIUA JURAT(F.S.i17.03) ' OWh1ER OR A4ENT CONFRA ' � � Subsalbed and svwm to(or eHfrtned)beforo me thls Stilrs b end'ewom Ea fflrtn Ititb ny �=/�f� �y • . Wha Islaro psrsanafly knarm to ma or haathave ptnduced Wtio(slara p i3y do.me or haslhave pradi�ed as tdenBfice@On. j'�'"� as tdenBficaSon. Ha�tY P�� "� `r � Notaty Pubtic Commisaton No: Commissl ,��,:„ Name of Nolary typed,prinled or etamped Name , ;.; :.'- Commission#F�''i'50422�,��;, - ;; =q; Expires Decemtier 12;2�18`, ' %�;�d��°,.Q`� 8pnded Thru 7roy fein Insuranca 800.38l3•7p19 j - \ .�.Y.. .__.�. , t � i s�a.�so.00zo City af Zephyrhills Permit Application F�-s�a-�sa-oozt Building Department �� • �� I n�i� 4 � - , r � �� ; /3 '�'� r�(, �l i�� I �q� a� � �� /�'��j �� I V� . �� . ` i �� /a r� c��,P I , oo/;�� . I� _ a�y.�r,... . o .f�o - ��'r - p��t� .�`� - �� - �f =(�,'d ��, l -�I>�'��'�yd�z ,�a �/��d� ��f��S ��_�c�r�>�� =�' V� �a,�.K �1'l,�p,I C�C v,� (2( J /�� `a�� , _ � � , � ....�..�....�..��4 �_+ �r..�. �� :��.�� `��f.tt(P�i� ��f) I_ � '! , ��.�. , .��'..., r��'�`.�^ �/ ,\ � " • (� S�O1�.,1�4�^��j t�i C�.l�� 1 '� C� l�, l � � P . ._ �. � � � ` �� ' �A� �� / ///��` �y �� r}' �`'�� w,� j � h �C��Y�J�, /�V .,' ' • - � ' ` ' .�,, �� r d.� �'�� a�� J��,-' , � � �� E� ��`�' ��.��y �� ^�i�'��-'�f t:rr!. - .. O vl OPT,CLEfiESTORY r'�------..�.----'------------i 1 Jv [r I � tuo I sme I j� \ I O � �u�a� sin�c �� _ o 0 l / ��.I� WA �� P�.i3l1 � � � � � nnt � � �� BA � , s�oo _ 1 orr.0 � h� 9 ,r1�F�.. � - �v r �� DROOM � LIVI RQOM - � . I � �Q i � i � `� � } 11'' E� � I � � � , 14'-1" ��3,� � �,a.S,s r�R„ i�J�� ' • Model '�77FD - 399 Square �eef MANUFACTURED BEAUTlFULLY'" i Due Io wnlinuous impmvarnenls, ud specifsalio�s arc aubjact to chunge wllhoul nolice 14 'X �9'4�r 1��=1� .. Champian Homes � 17"x25"' abs pad on 6'4" 1 � I I � 4' anchors on 5'4" oc �, � � 1500# soi2 I I � � 176 anchor torque I I 1 l I I � � �, 1 I 0 I I � � � 16"x16" abs � � I � � 1 � � { _o. • w�r�- 'e-'\\� l'.�' _ - ;F:�, � � �,�„J 1 ��.,:� . �� ,� �.. � � City of Zephyrlulls �� BUILDING PLAN REVIEW COMIV�NTS Contractor/Homeowner: �U � 4��rr 2.S' Date Received: ��-�.6 Site: � �lJ`>� C��CP�" �'� Permit Type: �� /�� Z9 � � Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ ,- , �tr C J This comment sheet shall be kept with the permit and/or plans. � Kalvin 't aminer Da e Contractor andlo om wner : (Required when comments are present) CITY OF / / � � BUILDINGI ZEPHYRHILLS DEPARTMENT � OF ADDITION OR CORRECTION � • • - • ; ADDRE55 DATE PERMIT�r, /7 3.��' . �� A�� S�°� FSDZb i�a�� 1�°'/,G i�3� _ THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mode before the job . ' will be accepted. � � t/� �C« i, /� 1 ' , Y U►7 > '. It is unlawiul tor any carpenter,contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION ar other material,u�til the proper inspector has had ample time to approve the installation. f OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR � , CITY OF / / / / BUILDIt�I� tEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION � • • - • ADDRESS DATE PERMIT f � a�� P� �- -c � THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. � ' C 'i r I � � �rs �- . It is unlawFul tor any Carpenter,Contractor,Bui�der,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE- SPECTION or other material,until the proper inspector has had ample time to approve - the installation. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR I CITY OF / / / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION � • • - • ADDRESS DATE PERMIT�, � r rr�G�� C � ��3 THIS JOB HAS NOT BEEN COMPLETED. T e following additions or corrections shall be made before the job will be accepted. -/ .-,. •'�-�ct f� �� dl�6�'P ��• � `1-Y `�n f�i S /1� �� - �)��r �io�G� �/�P�.� 6�1� It is unlawful tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the woric with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. �� OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR �'rI` CITY OF / / � I BUILDIN� ZEPHYRHILLS �DEPARTMENT OF ADDITION OR CORRECTION � • • - • DATE PERMIT ADDRESS �' �� ' �2 �� 3 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before t e job will be accepted. 6 � 4� � � � � w ov It is unlawtul tor any Carpenter,contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. /� OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR C�- i CIT1�OF � / / / / BUILDINGI tEPHYRHILLS DEPARTMENT � OF ADDITION OR CORRECTION -� � � � � � �'�333 � �33� ADDRE55 DATE �ERMIT f/ 7�3� U13 ��D ��1� a� z- � THIS JOB HAS NOT BEEN COMPLETED. The fol wing additions or corrections shall be made before the job will be accepted. , � ,� �11 �� ✓ � — Dv � � � � �-� �� f r � F C�� J �. s,/JP �s� It is unlawful tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with•flooring,lath,earth 780-0020 FOR RE-IN PECTION or other material,until the proper inspector has had ample time to approve . the installalion. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR � Jacqueline Boges From: Jacqueline Boges Sent: Wednesday,April 6, 2016 3:01 PM ', To: 'buddy@jhocala.com' Subject: request for set backs zephyrhills Attachments: parkview.pdf Hey Buddy, See attachment showing the setback requirements for those trailors set up for lakeview of Zephyrhills. Let me know if you need anything else. , Jack�c Bogcs ' 813-780-0020 ext 351�3 /�/takc care o�i�r�y c/ra�actc�;i�al/�eputatfon�Ill take ca�e o�itscl�"Oi�igkt L, Mood�/ Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in � error, please do not read, forward, copy, etc. and delete immediately. 1 - - a °`Ma�16 04 04: 39p n� J p' � � �r1L.+v � - � 1� ; ' S''T-Bl►G�KS .FOR KOBILE :HOMES AND RV UNI"TS QVEA �SQ• . . . • � '�� • !�`_ ;� � ..�.A. ;SOlA 'SEC�. �4-2.:2 .I: Any portivn `v�f � �anu7ac'tured ho�e, � � :� x_� . 't � � excluding �Lhe toague,, she�ll not be located closer than .10 ft (3.0 m } side ,� �. �� Lo side, 8 f:t t2��4 .m) �nd to Bide� or 8 ft (� .8 �1 •snd to end horizn��t�allr. 1\. < f.rom any othe.r .manuT��►ctured home or community buildi�Ag unless the �ex,po8ed I \ � co�aposit�e walls and �Qo.f oF �e.ithe.r st.ructur.e srF uithout opening�s and � cons`tructed o�f -mnte�riel-s �tha�t •will ;provide -s onc-hour �fire r�ating o.r �he : s�truc�ture�s �are separ.ated by a one=hour :f.ire-rat�ed bar.rie:r. ; I p I N,.F.P-.A. 501� SEC� �4-4.1 : Setbaak Requ.irements.. Accessor.y buildingg or ' ; sts.uctures �sha�'1 �be :permi-.t�ted tio be 1oca.ted immed.iately adjacent to a site; linz �when �contruc�t�ed •ent.ire�y of materia.�s thati do no�t suppOr� combus�t.ion ' and pr.ovided that auch .Du�ildings are not l�ess than .3 f�t ( .9 .m) :f.rom an ' accessos.y huild.ing or s't:ructure on an ad3ecent site. An accessory � bualding or �struc�ture construc�.ed o:f combustable materials shal l not be located closer than �5 t't (1 .5 m) froa� �the site �ine of adjo.ining si.te . GENERAL SETBACKS - MOBILE HOM� � �� 6 ' � � ��[7 � 5 �`D C� �tb� � S��. MOBILE HOME < 8' > MOBILE < 10 � > �lOBILE HOME HOME ! i •- y_. MOBILE HOME 1+ITN ACCESSORY BLiLv:�G COMB. NON- c 5 ' > ACC. CaMa. , �{,� , BLDG. �i.H. ACC, BLDG. <�3 '-> M.H. < lp' > c g' > � ' . ; I � � � I City of Zephyrhills Service Request # 4076 No Permit Date 4/1/2016 5:17:OOPM Assignee Brown, Eugene Status Open Department Building Schedule 0.00 Taken By Boges,Jacqueline Closed Date 0.03 Priority Location ANTHONY COURT Feature , District Caller code, enforcement Address 5335 Home Phone City/State/Zip , ' Work Phone Caller Note Cell Phone E Mail Description multi units set up park trailors - 5013 anthony court, 5026 anthony court, 5037 anthony court, 5035 anthony court, 5046 anthony court-stop work Contact Notes Date Time Made Note April 6, 2016 Pa4e 1 of 1 'ii�lii..:n-.-:..y:•n:.;.:^...y.,,.. •..a�...>.�:-.v.•.c,-_.'vt.iin�iii.'.r`....,.r,x,.,.:�....:.-:iiu�� _ _ _ _ _ _ �iY,:'" - _ _- � '^�iGu ��i'� ::�,� iill�� :iHliii:'" •iG•'. !:: `.`Y's "!:: � .''.'��'.• �'.�� .:'li �.:�.`�r �.�r4rr•.:• ,:I:: i:i4%: %'%' '', ��'-'-',,.'• ... .��.��'-'--'`. 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Ei�;::s:��;-. - `ji--- -�;: - .� �:'f%�;.;::1;17: ,_�� _ �� if1;L::""' "i�a::l�::::~"r'��1 :C ::7,; �'•, '��=�i�:r�� i'� \��.� ��".. _�r�� w. ;.f ",J�. . .ad�:.:,.•...`{:'�... ' r4rtii� � �e.aa �, a:: ��r'� - --- CHAMPION HOME BUILDERS INC. - ��r-��=�=-�� __ '•; � �°• �=>_`:::�: _ ��.: - -_ �';, `'_,: DATE INVOICE NO. ;� .„�y. ui''� - 1/28/2016 261-RVG3090098 "==,'" VEHICLE IDENTIFICATION NO. YEAR MAKE ��'i:` -= 1H1A3538-G3090098 2016 VMA�CHYL -=-- - BODYTYPE HIPPING WEIGHT - � ��",, ANSI STD.119.5-PARK TRAILER 12 410 '�="'<."�'s"' �•,`,�•a H.P.(S.A.EJ G.V.W.R. NO.CYLS. SERIES bR MODEL 4;:�:;:�? i 4�%V+ nR`��;r �'^ ..;su;:; �' APH-RENTAL-177FD �€';_°: ___ '�;i".� �:r:;:; I,the undersigned authorized representative of the company,firm or corporation named below, hereby certify •y;y;-: that the new vehicle described above is the property of the said company,firm or corporation and is transferred �'�`--=:� , •;�::=% on the above date and under the Invoice Number indicated to the following distributor or dealer �a�;=;'i �:'r;i:�; - NAME OF DISTRIBUTOR,DEALER,ETC. :==�•`•'r �3= ;<£z � :�.;��f :�:+�: '�`'=�� Central Mobile Home Rental,Inc :,r�r'� Length w/hitch 34'4" Central Mobile Home Rental,Inc .��''��``• - ---= 10912 N.56th St `'F='^ �a: Temple Terrace,FL 33541 :F;;�;:;,� :;;i,t� r: __= It is further certified that this was the first transfer of such new vehicle in ordinary trade and commerce. -_- ___ ;.': .`,:: ;; .��'=� CHAMPION HOME BUILDERS, INC. '`"�' ; ._.:-. __.. , ;;;,:e ----�________.__ �* I ------..�. . 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I I - � �� `� �5 � 5 � � il I Rules Of Department of Highway Safety and Motor Vehicles Division of Motor Vehicles Chapter 15 C-1 General Rule Titles: Rule Nos: Defuutions , 15C-1.0101 , Installation Standards for 15C-1.0102 Mobile/Manufactured Homes and Park Trailers Foundations and Piers 15C-1.0103 Installation Standards for HUD Manufactured Homes and�Park 15C-1.01031 Trailers in Exposure "D" Areas Installation Standards for Anchors and Tie-do.wns 15C-1.0104 Testing Specifications for Straps,Piers, Anchors 15C-1.0105 and All Components ; Pier Specifications 15G1.0106 i Strap/Cable Test Specifications 15C-1.0107 Anchor and Anchor Component Test Specifications 15C-1.0108 Manufacturer Quality Assurance Program and Monitoring 15C-1.0109 Rule Review 15C-1.0110 1 � � _ - -- - - - -- - -- - 15G1.0101 Defuutions. For the purpose of Rules 15G1.0102, 15G1.0103, 15C-1.01031, 15G1.0104, 15C-1.0105, I 15C-1.0106, 15C-1.0107, 15C-1.0108 and 15C-1.0109,the following words have the meaning indicated: (1) "Department"means the Departinent of Highway Safety and Motor Vehicles. (2) "Dealer Installer"means any licensed mobile/manufactured home dealer who is authorized by the deparhnent to install mobile/manufactured homes. � 3 "Licensed Installer"means an erson other than direct em lo ees of licensed � ) YP � P Y dealers or manufacturers,who engages in mobile home installation and has obtained a license to do so from the department. (4) "Manufacturer Installer" means any licensed mobile/manufactured-home manufacturer who is authorized by the department to install mobile/manufactured homes. � (5) "Exposure D"means flat,unobstructed areas exposed to wind flowing over large bodies of water. This ex osure shall a 1 onl to those buildin s and other structures ex osed I P PP Y Y g p to the wind coming from over the water. Exposure "D" extends inland from the shoreline a distance of 1500 feet or 10 times the height of the building or structure,whichever is greater. (6) "Frame Tie or Tie Down" means any device or method approved by the department and used for the purpose of securing the mobile/manufactured home or park trailer to ground anchors in order to resist wind forces. (7) "Ground Anchor"means any device approved by the department and used for the purpose of securing a mobile/manufactured home or park trailer to the ground in order to resist 2 I , I wind forces. Ground anchors are rated by working load, which is the maximum load for design purposes. The ultimate load is the working or design load multiplied by the safety factor of 1.5. (8) "Mobile/Manufactured Home"means a structure,transportable in one(1) or more sections,which is eight body feet(8') or inore in width, greater than four hundred(400) square feet and which is built on an integral chassis and designed to be used as a dwelling when � connected to the required utilities and includes the plumbing,heating, air conditioning and electrical systems contained herein. � (9) "Over-Roof Tie" means any device approved by the mobile/manufactured home manufacturer or listed by the department and used for the purpose of securing the mobile/manufactured home systems to ground anchors in order to resist wind forces. Ties may be installed over or under roof material. (10) "Park Trailer" means a transportable unit which has a body width not exceeding fourteen feet(14') and which is built on a single chassis and is designed to provide seasonal or temporary living quarters when connected to utilities necessary for operation of installed fixtures and appliances. (11) "Set-Up" means the operations performed by a licensed installer, dealer installer or manufacturer installer, at the occupancy site which render a mobile/manufactured home or park trailer fit for habitation. Such operations include,but are not limited to,transporting,positioning, blocking, leveling, supporting, tying down,making minor adjustments, assembling multiple or expandable units and connecting utility systems as defined in Rule 15C-2.0072. (12) "Stabilizer Device"means a device approved by the department that is installed with the ground anchor to resist lateral movement of the mobile/manufactured home and anchor. � 3 (13) "Vertical Tie"means any device or method approved by the department and used for the purpose of securing the mobile/manufactured home or park trailer to ground anchors in order to resist vertical or uplift forces caused by the wind. (14) "Longitudinal Tie Downs"means anchor system or longitudinal stabilizing devices (system), designed to resist horizontal wind loads in the long direction of the home(i.e.: wind load applied to each end of the home). Specific Authority 320.011, 320.8249, 320.8325(2),F.S. Law Implemented 320.01(1)(b)7, 320.01(2), 320.822(12), 320.8249, F.S. History-New 1-10-94,Amended 10-02-95. 15C-1.0102 Installation Standards for Mobile/Manufactured Homes and Park Trailers. The standards set forth herein are requirements for all mobile/manufactured home and park trailer installations,unless otherwise specified in this rule. All installations of mobile/manufactured homes shall be performed by either a licensed installer, dealer installer or ' manufacturer installer. (1) Installation standards for the set-up of new or used manufactured homes and park trailers shall be in compliance with the manufacturer's installation instructions unless otherwise specified in this rule. In the absence of the manufacturer's installation instructions,used mobile/manufactured homes and park trailers shall comply with the provisions of this rule. The park trailer manufacturer shall make built-in provisions for a ininimum of three(3)vertical tie-down straps and three(3)frame tie-down straps on each side of the unit. All used park ; trailers shall have at least three(3)vertical and three(3) frame tie-down straps installed. Exception: The center vertical tie-down strap on used units may be exempt when it is structurally prohibitive to install. i 4 � (2) All anchors,piers and tie-down components used in the installation of a mobile/manufactured home or park trailer shall be tested, listed and approved by the Florida Department of Highway Safety and Motor Vehicles, Bureau of Mobile Home and Recreational Vehicle Construction. If tests are conducted out of the State of Florida,the anchor or component � manufacturer shall pay the expenses(per diem and travel)incurred by this out-of-state travel. Installation of such anchors,piers and tie-down components sha11 be in accordance with the manufacturer's instructions used during the testing procedure. (3) Site Preparation: The under-home grade(ground) shall be cleaned of all vegetation and organic material; i.e., stumps,roots, etc., except grass not exceeding three inches (3")in height. The area beneath and around the home shall be graded, sloped for proper drainage so that water will not accumulate under the home. All grass and organic material shall be removed and the pier foundation placed on stable soil or compacted fill. When the soil compaction or soil bearing capacity is not known, assume one thousand(1,000)psf or consult with the local building authority. Soil shall be removed from an area of at least 16" x 16"to a depth equal to the height of the pier base. Exception: When being installed on fresh, clean, compacted fill the pier base may be placed on top of the soil. The bottom of the footer(s) shall be placed on stable soil. The pier foundation shall be a miniinum of 4" x 16" x 16" solid concrete pad,precast or poured eight inch(8")minimum in place, or other material approved and listed by the department. Where the manufacturer's specifications have additional requirements than the above, the more stringent shall apply. (4) Auger Anchors: All mobile/manufactured homes and park trailers shall be anchored ' with approved auger anchors,which shall be coated with hot-dipped zinc galvanizing(ASTM Standard#123-89A,which is hereby incorporated by reference); .60 ounces per square foot. 5 Auger anchors shall be installed to the manufacturers installation instructions with special -, emphasis on soil classification and placed in undisturbed or compacted soil. Piers are to be installed off center of the anchors so as not to interfere with the proper alignment of the � strapping. Anchors may be installed in predrilled holes provided the anchor penetrates a minimum of two feet(2') into undisturbed soil beyond the predrilled hole. When the anchor manufacturer's installation instructions permit,the hole is then backfilled with soil compacted in layers not exceeding six inches (6"). For manufactured homes produced after July 13, 1994,refer to the manufacturer's set-up manual for the working load requirements for anchors at the different tie points on the manufactured home. For used manufactured homes manufactured after July 13, 1994, and the manufacturer's set-up manual is not available, all anchor points at side � walls, shear walls, end walls, center line and other points as identified by the manufacturer, shall be certified for a working load of four thousand(4,000)pounds,with an ultimate load of six thousand(6,000)pounds. Anchors are required one at each end of shear walls; one on each end ' of each I-beam; one frame tie at each vertical tie point; one on each end of each marriage wall (center line); and on each ridge beam support post. Note: Coral anchors are not designed to meet Zone II and Zone III wind requirements. ' (5) Stabilizing Devices: All ground anchors shall have approved stabilizing devices approved by the deparhnent, each of which shall have a minimum surface area of 180 square inches and shall be coated with hot-dipped zinc galvanizing(ASTM Standard 123-89A,which is hereby incorporated by reference); .60 ounces per square foot or zinc coated to ASTM(A 929/A 929M-96,which is hereby incorporated by reference). The stabilizing device shall be installed with the top of the stabilizing device installed flush with the soil to prevent the anchor from 6 . I deflecting. Exception: Stabilizer devices are not required at center line or marriage wall locations unless required by the manufacturer's set-up manual. (6) Foundations,piers or other load bearing supports or devices shall be installed and constructed to evenly distribute the load. Steel piers with mechanical adjustments shall be securely attached to the frame of all mobile/manufactured homes or park trailers. (See Figure C in Rule 15G1.0103) Manufactured load-bearing supports or devices shall be listed and approved for the use in which it was applied or piers shall be constructed as outlined in this rule. Concrete products shall comply with the following specifications: Minimum dimensional and structural � requirements for load-bearing solid and cell concrete blocks shall be to the Standard � Specification for Load-Bearing Concrete Masonry Units,ASTM C-90, 1996 edition. Concrete '� foundations and cap blocks must have a minimum of two thousand two hundred(2,200)pound I , flexural strength as measured by Standard Test Method for Sampling and Testing Concrete Masonry Units,ASTM C140-96. Solid 4" concrete blocks are the minimum thickness of blocks that will meet this test. Poured concrete shall be a minimum of fc1=2500 PSI. All plastic products shall be conditioned to ASTM D 618-61,reapproved 1990, Standard Practice for Conditioning Plastics and Electrical Insulating Materials for.Testing. Plastics shall be tested to the following standards: ASTM D 790-92, Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulatin Materials• ASTM D 732-85 g � � Standard Test Method for Shear Strength of Plastics by Punch Tool and ASTM G 53-88, Standard Practice for Operating Light and Water Exposure Apparatus for Exposure of Nonmetallic Materials. All of the above ASTM Standards in paragraph 6 are hereby incorporated by reference. 7 � Specific Authority 320.011, 320.8325(2), F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2)F.S. History-New 1-10-94, Amended 10-02-95. 15C-1.0103 Foundations and Piers. These guidelines shall be used when the installation of foundations and piers is not specified in � the manufacturer's instructions or when the manufacturer's installation instructions are not � available. ' (1) Piers: _ (a) Piers shall be centered under the I-beam and installed in accordance with Table A. � The maximum spacing of piers shall be eight feet(8'). First pier shall be within two feet(2')of either end of the home. The pier foundation shall be a minimum of 4" x 16" x 16" solid concrete pad precast or poured eight inch(8")minimum in place or other material approved and listed by ' the department. (b) Piers may be constructed of regular 8" x 8"x 16" concrete blocks, open cells(with I open cells vertical), centered on the footing or foundation. A 2" x 8"x 16"pressure treated or other material approved and listed by the department,pursuant to rules 15C-1.0105 and 15C- , 1.0106, shall completely cover the top of the pier with pressure treated shims (%"miniinum and 1%z°maximum thickness x 3'h"minimum width x 6"minimum length) centered and driven tight from both sides of the I-beam between the wood plate or cap and the main frame. Single tiered block piers shall be installed perpendicular to the main I-beam. Exception: When a pier has been capped with at least a four inch(4") solid concrete block or other material approved and listed by the deparnnent,pursuant to rules 15C-1.0105 and 15C-1.0106, one-fourth inch(%") of wood stock or wood shims or other material approved and listed by the department,pursuant to rules 8 , I 15C-1.0105 and 15C-1.0106, shall be installed between the pier and steel I-beam. (See Figures A,B and D) (c) Center Line and Perimeter Piers: Center line piers shall be located at each end of center line and eight feet(8')on center, except where openings of four feet(4')or greater occur, piers shall be located on each end of the opening within six inches(6") of jamb studs or ridge beam posts. (See Figures A, B, C and D) Any openings fifteen feet(15') or larger in the exterior sidewall and/or marriage wall shall require blocking at each end of the opening with three(3) 4" x 16" x 16"pads(See Figure D). Piers shall also be installed on each side of any perimeter I door or fireplace. Bay windows or any opening forty-eight inches (48")or more shall require blocking at each end. Fourteen feet(14') or wider units with I-beam spread of less than eighty-two inches (82") and twelve feet(12')wide units with an I-beam spread of less than ', seventy-five and one-half inches (751/z") shall have perimeter blocking installed at a minimum of eight foot(8')on center. Piers shall not be required under the clear(open) spans between ridge beam posts. (d) All piers over thirty-six inches (36") and corner piers over twenty-four inches(24") in height shall be double tiered with blocks interlocked and capped with two (2)4"x 8" x 16" solid concrete blocks side by side and perpendicular to the I-beam or other material approved and listed by the department pursuant to rules 15C-1.0105 and 15C-1.0106, and cushioned with wood shims or pressure treated plate. Pier height is measured from top of footer or foundation to top of cement block stack, including 4" cap block(s). (See Figures B and D) (e) All piers over fifty-two inches(52") shall comply with local requirements. 9 \ (� Metal and/or precast support piers shall be installed on a base or footer of a minimum size of 4" x 16" x 16" solid concrete or other material approved and listed by the department. (See Figure C) (g) Metal and/or precast support piers shall be restricted to a maximum four inch(4") locking mechanical height adjustrnent and shall be restricted to a maximum height of not more �� than twenty-four inches(24")measured from the ground base or footer. This twenty-four inch (24")maximum shall not include the four inch(4")mechanical extension or adjustrnent. Exception: Center line or perimeter supports are permitted to exceed the twenty-four inch(24") maximum. (See Figure C) (h) The minimum distance between the fuushed grade under all new and used I mobile/manufactured homes and the bottom of the I-beam shall be eighteen inches(18"). Where the grade is sloped,twenty-five(25%) of the lowest member of the main frame may be set below eighteen inches (18"); however,under no circumstances may the bottom of the I-beam be set - below twelve inches(12") from the finished grade. (2) Foundations: (a) Concrete pads or foundations shall be a minimum of two thousand five hundred (2,500)pounds per square inch(psi). b Plastic ads or foundations shall be tested in the lower fi ercent 50% of each � ) P fh'P � ) soil class. 10 Table A: PIER SPACING TABLE Footer sou S'� 16"x 16" 18%:"x 18'/:" 20"x 20" 26"x 26" Loaa Bearing , Ca aci ' 1000 psf 3' 4' S' 8' 1500 psf 4'6" 6' 7' 2000 psf 6' 2500 psf 7'6" 3000 psf 3500 psf Shaded areas are at the maximum eight feet spacing. FIGURE A BLOCHING(Single Tiered) I-Beam(Frame) Wood Shims or other material approved and listed by the department pursuant to rules 15C-1.0105 and 15C-1.0106(1%z"Maximum) "�' �, ��. � � �, �. Cap—2"x 8"x 16"Pressure Treated Wood or other material approved and listed by the � •�Ir�� •��I•i dCPHLtIDCIIt I I •• � • • • • 36" '':' •. Celled Concrete Block MAX. . • � . ;��;��• ' Ground Level ��'�'�•�•'•� • •" Footer or Pier Foundation '; �::::.::: �_ 4"x 16"x 16"Solid(One Piece)or other material approved and listed by the department Sod and Organic Material Removed FIGURE B BLOCHING(Double Tiered and Blocks Interlocked) _ I-Beam(Frame) Wood Shims or other material approved and listed by the deparhnent pursuant to rules 15C-1.0105 and 15C-1.0106(1%i'Maximum) .; , • '�� . , (Option)Pressure Treated Plate(1"x 8"x 16"Minimum) � ,� ,�,�� Cap—4"x 16"x 16"Solid Block 2—2"x 8"x 16"Pressure Treated Wood or other material approved and listed by �� ,�—. the department • ' • _ . . (Option 2—4"x 8"x 16")Must be perpendiculaz to I-Beam . .. . _ . 52• �� ';�j Celled Concrete Block MA%. i..� .1 ��i • � � �Y ,. ,.' Ground Level .:� �� ;�'� Footer or Pier Foundation � ��. ,i:,� 4"x 16"x 16"Solid Block(One Piece)or other material approved and listed by the � ��'�� departtnent �� Sod and Organic Material Removed 11 (� FIGURE C � /�-� I-BEAM FRAME ATTACHMENT 4" Maximum Mechanical Height Adjusbnent 24" Maximum Height Under I-Beam — f Ground Level /� Footer or Pier Foundation 4"x 16"x 16"Solid Block(One Piece)or other � material approved and listed by the department � Sod and Organic Material Removed FIGURE D Wood Shims or other material approved and listed by the deparhnent pursuant to rules 15C-1.0105 and 15C-1.0106(1'/�"Maximum) • �� 2"x 8"x 16"Pressure Treated �� Cap– 4"x 16"x 16"Solid Block �� •� 2–2"x 8"x 16"Pressure Treated Wood or other material approved and listed by , � �� • the department(Option 2–4"x 8"x 16")Must be perpendiculaz to I-Beam 52�� '� . MAX. � � •�� Celled Concrete Block i � �. ' • . �� /� ��„i ��f� Footer or Pier Base 4"x 16"x 16"Solid Block or other material approved and listed by �•� + , .. � the deparhnent � � � Ground I.evel •. � � � • ��. • i•• • • ' •,` ! ` � � Footer or Pier Foundation 2–4"x 16"x 16"Solid Blocks Sod and Organic Material Removed 12 � i ', Specific Authority 320.011, 320.8325(2),F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2),F.S. History-New 1-10-94,Amended 10-02-95. 15C-1.01031 Installation Standards for HUD Manufactured Homes and Park Trailers in Exposure "D" Areas. All HUD manufactured homes and park trailers constructed after July 13, 1994,that are located in Exposure "D",Wind Zone II or Wind Zone III, shall have a data plate affixed in the home by the manufacturer as proof that the home meets the design standards. In flood prone areas the foundation shall comply with the requirements set forth in the manual,Manufactured Home , Installation in Flood Hazard Areas, FEMA 85/September 1985,published by the Federal Emergency Management Agency(FEMA) and hereby incorporated by reference. All installations of mobile/manufactured homes shall be performed by either a licensed installer, dealer installer or manufacturer installer. , (1) All new and used mobile/manufactured homes shall have support and anchoring at ' the locations specified in the manufacturer's installation manual for installation in Exposure "D". (2) In absence of the original manufacturer's installation instructions,the anchoring system shall be designed by a professional engineer or architect, licensed in the State of Florida, to comply with Manufactured Home Installation in Flood Hazard Areas, FEMA 85/September 1985, incorporated by reference above. The foundation and piers shall comply with the requirements in 15C-1.0102 and 15C-1.0103. Specific Authority 320.011, 320.8325(2), F.S. Law Implemented 320.01(1)(b)7, 320.01(2)(b), 320.77(10), 320.8249, 320.822(12), 320.8285, 320.8325, 320.835(2)(b), F.S. History-New 10-02-95. Amended 10-01-96. 15C-1.0104 Installation Standards for Anchors and Tie-downs. ' 13 These specifications are standards set by the Deparhnent of Highway Safety and Motor Vehicles for new and used mobile/manufactured homes or park trailers. (1) Anchors: - (a) Type I anchor holding power for homes manufactured before July 13, 1994, shall be tested to a working load of three thousand one hundred and fifty(3,150)pounds,with an ultimate load of four thousand seven hundred twenty-five(4,725)pounds. (b) Type II anchor holding power for homes manufactured after July 13, 1994, shall be tested to a working load of four thousand(4,000)pounds,with an ultimate load of six thousand (6,000)pounds. (2) Frame Ties: (a) All frame ties for new and used mobile/manufactured homes must have a factory fabricated strap connected at the top of the I-beam to an I-beam clamp approved by the department pursuant to rules 15C-1.0105 and 15C-1.0107. (b) Diagonal tie-downs for new and used mobile/manufactured homes, in all wind zones, shall be spaced no farther apart than five feet four inches(5'4") on center with anchors placed _ within two feet(2') of each end. Note: Where sidewall strap separation is greater,they must be tied individually. Each frame tie shall be installed to the component manufacturer's instructions. (Refer to below drawing) 14 � _ � T��,M�r d»�p f�5.t � Stra . 3 r �i�r�t=�r�:�c-,=.a�d, P—�`r� , I ��j'��f - - -- I �r" , I �� - � � � z�� . ��..;� Clar�_ De��Il � �a� �f,__ �� ' �i t�r,:��a'�� Ar�cF�nA ' �`�-�,.h, �2 %#pb'JISvr Pdn'!P � F'i��tln,� Fr�r�ie Tfe H��r� �Lo:�.p - _ �� (3) Longitudinal Tie-downs. All new and used mobile/manufactured homes, installed sixty(60)days after the effective date of this rule,must have longitudinal tie-downs or other approved longitudinal stabilizing systems meeting the specifications of rules 15C-1.0105, 15C- 1.0107 and 15C-1.0108 and designed to resist horizontal wind loads in the long direction of the home(i.e.: wind load applied to each end of the home). The longitudinal tie-downs are in addition to the anchoring systems required along the exterior side walls and/or marriage walls of � � the mobile/manufaciured home. (a) When anchors and straps are used for stabilizing the home in the longitudinal direction the strap must connect to a clip welded onto the I-beam or other device connected mechanically. Unless factory installed,the connection device must be approved by the department pursuant to rules 15C-1.0105 and 15C-1.0107. At least four(4) anchors and straps are required(i.e., 16 per double-wide home) at the end of each section of the mobile/manufactured home. 15 ,�,�„a,.��+'� ,�.��--' �,. .,��, I j ! � � � 1�f � I � y lj if a � Ij7 ij __ ' i � 3 [ jf` � � � n � ,,.•'' 7 � ' - f � �l�+R�.1 � ! � I � E I : � -- �� I 61 �� i' � (' i p 1 � . . - �.. ,a�;. i i i � i i � -,;��.� _:�� i � � �..�n.:. .�:.�.-�...�, � ' ` I I I � � ' i i ! i i i � — �W��, � i � i � � i ��. �� ...,�,�.,.�. A;��.� ; f '�f=`�-- -� � _ .�,.;�;� . �' _ T;•e n-�� .�...�..�� „4`a�1�Lti-csas T+�r �Un�7atU[e�F�4P 1�.=.yFSrY{�� . . , t R�,w.:�u•o.rt.�,••:•• ��45re�c+4�74ns .�_.�,.. (4) Marriage Wa1UCenterline Ridge Beam Column Ties, Shear Wall Ties and Frames Ties: (a) Centerline ties are required for all new and used multiple section homes. (b) Multiple section homes are to be secured at the centerline with straps to the specifications in the manufacturer's manual or at the locations designated on the home. In addition to centerline ties specified by the manufacturer, a centerline tie must be attached within two feet(2')of each end of each section of the mobile/manufactured home. Where necessary, an approved bracket shall be added by the installer. (c) Centerline tie connections must be designed to swivel where attached to the mobile/manufactured home and must be connected to the mobile/manufactured home by means of grade#5 bolts with a minimum diameter of one-half inch(%"). (d) As an alternate use with existing brackets or a manufacturer's welded device,the approved method for installing straps to sidewall and centerline brackets is to loop the strap using a crimp seal with two (2) crimps evenly spaced and protected by a radius clip or � 16 manufactured bent/formed radius protective tab. Note: Bracket lacing or field threading shall not be used. (5) Roof Ties: (a) Homes manufactured after June 15, 1976,without over-the-roof ties,but designated "Hurricane Resistant"per the Federal Manufactured Home Construction and Safety Standards, section 3280.305(c)(2), as hereby incorporated by reference, shall not require roof ties. All manufactured homes manufactured after July 13, 1994, shall require vertical and frame tie points. I (b) Homes manufactured before July 13, 1994,where factory installed roof ties are not evident and it cannot be determined that the mobile/manufactured home is "Hurricane Resistant" without such ties,then the number of roof ties, as required by the table below, shall be installed so as to not contact with the structure, except at adequately reinforced areas, where additional � load will not damage the structure. I 1. Single-wide homes less than or equal to sixty feet(60') -three(3)roof ties. � 2. Single-wide homes greater than or equal to sixty-one feet(61') - four(4)roof ties. 3. Double-wide homes-roof ties required only if installed by the manufacturer. ' (c) All new park trailers manufactured after January 2, 1995, shall have at least three(3) factory installed vertical tie points in addition to the required frame ties. (d) End roof ties or vertical ties shall be installed at not more than twenty-four inches (24")from the end of the structure or at the first stud and truss and attached to the same anchor as the frame tie. If the frame does not extend to the back end wall,then the roof tie shall be installed within six inches(6") of the end of the chassis. (e) Intermediate roof ties or vertical ties shall then be located at midway or equally spaced between the end roof ties, as feasible. 17 (� Double-wide homes manufactured before July 13, 1994, may not require�'oof ties, unless such ties are installed or provided by the manufacturer. However, additions or canopies may require such ties depending on the type of construction. All are subject to the same frame tie requirements as single-wide homes. (g) Over-the-roof tie-down straps or tie points shall be connected to a ground anchor. If a strap has been damaged, cut off or removed, a replacement strap shall be installed or spliced using two (2) listed strap seals affixed to twelve inch(12")overlap of strap with two(2) crimps evenly spaced on the seal. (h) Used homes designed and requiring over-the-roof tie-downs and having a permanent type structure adequate to provide structural rigidity and stability,meeting the design loads as required by the Standard Building Code, as hereby incorporated by reference, shall not be required to have over-the-roof ties in the area of the addition,but shall require one at each end. (6) Center Line Fastening: Multiple section homes shall be mechanically fastened every � twenty-four inches (24") at the bottom, end walls and roof. A minimum thirty(30) gauge, eight inches(8")wide, galvanized strip shall be centered over the peak and fastened with galvanized roofmg nails at two inches(2") on center at both sides of center line. Specific Authority 320.011, 320.8325(2), F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2),F.S. History-New 1-10-94,Amended 10-02-95. 15C-1.0105 Testing Specifications for Straps, Piers,Anchors and All Components. (1) To secure approval of their products,manufacturers and/or producers shall have their products tested and certified by a registered engineer registered in the state of the product manufacturer or State of Florida. The engineer and testing laboratory shall be independent from the product manufacturer and the product manufacturer's affiliates. Testing shall be conducted 18 I under the supervision of personnel of the Bureau of Mobile Home and Recreational Vehicle Construction with the laboratory cost being paid by the anchor or component manufacturer or producer. (2) Each different model or component shall be tested(three(3) consecutive tests without a failure) and certified to their required force with tests continuing on to total destruction or ten percent(10%)overload. (3) In-laboratory tests shall be conducted with the used of a Baldwin Press, or equivalent. (4) The testing laboratory shall supply a current copy(within 12 months)of proof of calibration of test equipment. (5) Force required for test: Force shall be applied in increments of five hundred(500) pounds with five(5) seconds hold time between each five hundred(500) increment to the requirement and then increase force to total destruction or ten percent(10%) overload. � (6) Destruction test shall show the following: � (a) Point of failure. (b) Method of testing. (7) Each manufacturer or producer must submit to the State of Florida,Department of Highway Safety and Motor Vehicles, Division of Motor Vehicles, Bureau of Mobile Home and Recreational Vehicle Construction, the following data: (a) Detailed drawings of each type product submitted for approval. Each drawing shall bear the seal of a registered engineer registered in the state of the product manufacturer or the State of Florida. (b) Certified engineering drawings and specifications of each product includes: 1. Dimensions and specifications on all welds and fasteners. 19 L -- - - ' 2. Dimensions and specifications of all metal or material. (c) Model number and location. (d) Test data and results. (e) Letter from a registered engineer registered in the state of the product manufacturer or State of Florida certifying test results. (� Installation instructions. Installation instructions are required to be shipped with each product. (8) All anchors,piers, and tie-down components shall be recertified when there is a a change in design or material. (9) If the manufacturer or producer request these tests to be conducted out of state, all expenses(travel and per diem) shall be paid be the manufacturer or producer. Specific Authority 320.011, 320.824(1), 320.8325(2), F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2),F.S.History—New 1-10-94,Amended 10-02-95. 15C-1.0106 Pier Specifications. (1) Each pier shall be required to withstand 2500 pounds plus a 2.5 safety factor from a vertical projection and from a horizontal projection equal to the same angle or degree of angle of the leg or support,using the same weight and safety factor. Three(3) consecutive tests must be performed without a failure. (Horizontal projection test not required on piers of less than twelve inches(12") in height including adjustment.) (2) Piers manufactured with adjustable heights shall be tested at m�imum heights. Test results shall be reported in the format shown in Example No. I. 20 TEST FOR MOBILE HOME PIERS Florida Strength Requirements: 2500 Pounds+2.5 Safety Factor=6250 PSF TEST I. II. III. I. II. III. 6250 LBS. 6250 LBS. 6250 LBS. 6250 LBS.AT 6250 LBS.AT 6250 LBS.AT DESCRIPTION HEAD HEAD HEAD DEGREE OF DEGREE OF DEGREE OF AND/OR EXTENDED EXTENDED EXTENDED � LEG ANGLE LEG ANGLE LEG ANGLE MODEL# 2"UP 2"UP � 2"UP MANUFACTURER: ADDRESS: DATE TESTED: LOCATION&TESTING DEVICE: TESTING FIRM: ' EXAMPLE NO.I 21 , Specific Authority 320.01 l, 320.824(1), 320.8325(2), F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2),F. S.History—New 1-10-94,Amended 10-02-95. 15C-1.0107 Strap Test Specifications. (1) All tie-down straps shall be tested to American Society for Testing and Materials (AST1Vn D 3953-91. (2) All tie-down straps, etc., shall be Type 1,Finish B, Grade 1, Steel Strapping 109,000 minimum yield strength, .035"minimum thickness(plus or minus .002 in. - O.OSMM), Finish B - hot-dipped galvanized zinc coating(ASTM Standard 123-89A); .60 ounces per square foot,per surface,4750 pounds minunum break strength,marked every 12 to 15 inches (manufacturer's name and ASTM Spec. D3953-91), 1%"width(plus or minus .005 in. - 0.13MM), 6.6 feet per pound of strap, elongation 6.5%to 12%. (3) All straps shall be subjected to the following test procedures: (Refer to Example No. II for the proper format to use in reporting test results.) (a) Bend Test(5 bends). Strap shall be bent by hand over a radius of'/8 inch plus or minus 1/64 inch. One bend shall consist of a ninety(90) degree bend in one direction and return to the original position. Make successive bends in opposite directions. (b) Breaking Test. The crosshead speed shall be two inches(2"). The test specimen shall be six inches(6") in length between the clamps or jaws. (c) Elongation Test. � The elongation testing shall be conducted on the six inch(6") length of strap exposed between the jaws. Two(2)measurements for elongation shall be recorded at four thousand 22 � seven hundred twenty-five(4,725)pounds then test shall be continued to strap failure and elongation recorded. (d) Hardness Test or Military Specification listing the properties. (4) 5trap Splice or Connections - (a) Strap splice shall require at least twelve inches(12") of strap overlap with two (2) seals evenly spaced. Each seal shall have two (2)crimps evenly spaced. All strap connections must be manufactured to meet minimum standards of rule 15C-1.0105 and must be approved by the department. (b) Factory installed sidewall and centerline bracket attachments shall require at least one� (1) seal with two(2) crimps or equivalent welds evenly spaced and protected with a radius clip or manufactured bent or formed radius protective tab. (Note: Bracket lacing or field threading shall not be used. (c) Vertical and frame tie connections must be designed to swivel where attached to the mobile/manufactured home and must be connected to the home by means of grade#5 bolts with a minimum diameter of one-half inch(%Z"). 23 i TEST FOR STRAPPING PRODUCER TESTING LAB4RATt�RY . ADDRESS ADDRESS STEEL ZINC(COATTNG) WIDTH LOAD�RANGE DAfiE OF TEST THICKNESS THICKNESS STRAP IDENTIFICATTON(I,ABEL) PERSON PERFORMING TEST BEND BREAK S'I'F.ENGTI� ELONGATION TEST TEST LENGTH LENGTH OF STRAP MAIs�M(,TM OF STRAP PERCENT SAMPLE EXI'OSELI LOAD EXPOSED 4,725 #OF 'I'EST SAMPLE NO. FOR TEST POIJNDS FOR TEST POUNDS PAILURE BENDS FtaRM COMNIENTS: - TEST CONDUCTED F4R SIGNATURE OF LABORA.TORY MANAGER E�S:AMPLE NO.II 24 � Specific Authority 320.011, 320.8325(2), F.S. Law Implemented 320.77(10), 320.822(12), I 320.8285, 320.8325, 320.835(2), F.S. History-New 1-10-94,Amended 10-02-95. 15C-1.0108 Anchor and Anchor Component Test Specifications. (1) The anchor may be tested in one piece or cut in half. When the anchor is cut in half for test purposes,the top or head shall be tested with a sling around a bolt,pin, etc., or through the bolt or connection that the tie-down strap or cable is attached to when the system is installed on the mobile home. The force required shall be seven thousand one hundred twenty-five (7,125)pounds. The disc or helix shall be used in the certified test. Also, the shimming between the steel plate and the disc will assure that the hole(minimum 1 1/z")through the plate and disc will be vertical with the shaft or rod. Other tests that are equivalent may be used. (Refer to Example Nos. III, IV and V for the proper format to use in reporting test results.) (2) When the anchor is tested in one piece,the head and the disc will be tested together. The test block would have a slot cut in the plate for the anchor shaft or rod to pass through to � position the test block with the disa Connection on the head would be the same as required in paragraph(1) of this rule. (3)_Anchor tensioning device test: Each different anchor model or type of tensioning device shall be tested with strap or cable connected to the anchor head connecting device. Force required shall be four thousand seven hundred twenty-five(4,725)pounds and continue to destruction or ten percent(10%) overload. (Refer to Example No. VI for the proper format to use in reporting test results.) (4) Method of testing: The tensioning device(head) shall be tested with strap or cable inserted or connected to the device or head in the same manner as required to connect or attach when installed on the mobile/manufactured home or park trailer. Bolt(s)used in the test shall be 25 � identified and listed as a part of the approved anchor assembly. No devices shall be used in the test that are not regularly furnished and required to be used with the anchor and component field installation. (Examples: clips,wedges,pins or other required accessories.) (5) All field tests shall be performed in the lower fifty percent(50%)of the soil class. (6) Anchor and stabilizer holding power for Type 4(a) Soil shall require a minimum of four thousand seven hundred twenty-five(4,725)pounds in each direction. Anchor and stabilizer for Type 4(b) Soil shall require a minimum of six thousand(6,000)pounds in the vertical ' direction and four thousand seven hundred twenty-five(4,725)pounds in a forty-five(45) degree horizontal direction. Over two inches(2")of uplift or three inches (3") of side deflection shall be recorded as failure. (Refer to Example Nos. VII and VIII for the proper format to use in reporting test results.) ' (7) Required Test Report: Each different type or model design must be field tested for holding power by an independent testing laboratory and certified by an engineer registered in the State of Florida. All field tests shall be conducted in the State of Florida. The lab report shall show the following: (a) Model tested as described by engineering drawings. (b) Method of installation. (c) Date of installation. (d) Date of pull-out test. (e) Soil profile description for each type soil in which anchor is tested and listed to be installed according to the soil classification chart printed herein. �� (fl Location of field test. 'i (g) Test equipment used. 26 � �I I (h) Pounds of force exerted and resultant vertical and ho:rizontal mavement in inches for the anchor and stabilizer. (i) Description of stabilizer used in each auger anchor field test,including stabilizer manufacturer. SOIL CLASSIFICATION Blow Count Test Probe 1 Tvt3es of Soils �ASTM D1586) Torque Value 2 1 Hard rock NA NA 2 (a) Very-dense&/or 40-up more than cemented sands, SSO lbs. inch coarse gravel&cobbles, pre-loaded silts,&clays (b) Corals 40-up more than S50 Ibs. inch 3 Medium-dense caarse 24-39 35�to 550 sands, sandy gravels, lbs. inch very-stiff silts&clays 4 (a) Loose ta medium dense 18-23 276 ta -350 sands, firm ta still clays, lbs. inch &silts, alluvitun fill (b) Very loose to medium 12-1'7� 175 to 2753 dense sands, firin to still lbs. inch clays&silts, alluvium fill � 5 Concrete slab Tensioning devices for use in cancrete pad,runner, etc., shall be tested(sarne as anchors) and specificatians as to PSI and cure time of concrete,reinforcement,size and thickness of concrete, size and depth of bolt hole,type and kind of shield if permissible. Minirnum distance at which tensioning device can be installed from edge ar end af slab,pad,runner, etc., shall be specified. Instructions shipped with each tensioning device shall include the above. 1 The test probe is a device for measuring the torque value of soils to assist in evaluating the liolding capability af the soils in which the anchor is placed Tha test prabe has a helix an it. The ovexa111ength of the helical section is 10.75 inches; the major diametex is 1.25 inches; the minar diameter is 0.$1 inches;the pitch 1.75 inches. The shaft rnust be of suitable length for anchar depth. ' 2 A measure synonymous with moment of a force when distributed around the shaft af the test probe. 3 Below these values, a prafessianal engineer should be consulted ar additional anchars added. ` 27 TEST FOR WELDS AT THE HEAD ANCHOR MANUFACTURER TESTING LABORATORY ADDRESS ADDRESS MODEL# PERSON PERFORMING TEST DESCRIPTION OF ANCHOR HOLD POUNDS TIIvIE OF FORCE TEST 1 TEST 2 TEST 3 Preload 1,000 5 sec. 1,500 5 sec. 2,000 5 sec. 2,500 5 sec. 3,000 5 sec. 3,500 5 sec. 4,000 5 sec. 4,500 5 sec. 5,000 5 sec. 5,500 5 sec. 6,000 _ 5 sec. 6,500 5 sec. 7,000 5 sec. 7,125 10%over- load 7,838 MAXIMUM LOAD DATE PULLED COMMENTS: EXAMPLE NO.III 28 TEST FOR DISC OR COMPLETE ANCHOR ANCHOR MANUFACTURER TESTING LABORATORY ADDRESS ADDRESS MODEL# PERSON PERFORMING TEST DESCRII'TION OF ANCHOR HOLD POUNDS TII��E OF FORCE TEST 1 TEST 2 TEST 3 Preload 1,000 5 sec. 1,500 5 sec. 2,000 5 sec. 2,500 5 sec. 3,000 5 sec. 3,500 5 sec. 4,000 5 sec. 4,500 5 sec. 5,000 5 sec. 5,500 5 sec. 6,000 5 sec. 6,500 5 sec. 7,000 'i 5 sec. 7,125 10%over- load 7,838 MAXIMUM LOAD DATE PULLED COMMENTS: EXAMPLE NO.N 29 ;Afr'_ - ANCHOR DISC TEST BLOCK � _. ` ; i _ � '�> 1 " 6— �/� T� �4 THICK I-`� D I SC WELDED - � 2 �SAME SIZE & HELIX AS ANCHOR) l.� N f-� . . . � -�— b a a n r, n Y A R�ES �'t' f'• � G 1 � � � � p. r-r \ c� � C) (D U1 A� N A� ,/1L � (D N �" U: c-r n � o a rt SHIMMED TO THE Steel B�ttom Plate � o �c � �• � CONTOUR OF THE DISC ►fi rr � � ' �' �' o m S�� T�p N �_A °� °' � "' � � rt r n rr o a o � �r � � � ►j ac Q• � rr � b �t N �--� tv O = rt''a it► � 't7 7 'r ct a m w WELDED FROM � �j�� P � N � � � m PLATE TO TOP � o N• �:.c� = r DISC (TYP. ) w �' cr rtc �r m cn � c� � �-s r, �-• %4� WELD � � `° a " . � Y• F'• C� N \��Y �' � � rt - ,� N• m,� rr x � rt � � N SU (D rn A� �-S K = �" �'� � a ov� � x r-�, �' � DIA. E r• rt o� �D r � c� - �--� t rs / Q. t-� E F � r• o N• �t N �t M Cr 7 ; �' �" . P' � a � a � � � - � 0 0 �' c � �n c � �' , � rt � � ��2 x �'x 6' � � �• 7 F�• X C —STEEL PLATE �� A� �I�� '� fD �' M r• (BUttUftl) — p' N N (� N ? O E 5 30 EXAMPLE N0. V TEST FOR TENSIONING DEVICE ANCHOR MANUFACTURER TESTING LABORATORY ADDRESS ADDRESS MODEL# PERSON PERFORMING TEST DESCRIPTION OF DEVICE _ , HOLD POUNDS TIl�IE OF FORCE TEST 1 TEST 2 TEST 3 Preload 1,000 5 sec. 1,500 5 sec. 2,000 5 sec. 2,500 5 sec. 3,000 5 sec. 3,500 5 sec. 4,000 5 sec. 4,500 5 sec. 4,725 , 10%over- load 5,198 MA��MUM LOAD DATE PULLED COMMENTS: EXAMPLE NO.VI 31 ANCHOR FIELD TEST ANCHOR MANiJFACTURER TESTING LABORATORY ADDRESS ADDRESS MODEL# CLASS OF SbIL DESCRIPTION OF ANCHOR DIMENSION AND DESCRIPTION OF STABILIZER PLATE AND MANUFACTURER'S NAME TEST 1 TEST 2 TEST 3 HOLD POLJNDS 2" 3" 2" 3" 2" 3" TIME OF FORCE UPLIFT LATERAL UPLIFT LATERAL UPLIFT LATERAL Preload 1,000 - 5 sec. 1,500 5 sec. 2,000 5 sec. 2,500 5 sec. 3,000 5 sec. 3,500 � 5 sec. 4,000 5 sec. 4,500 5 sec. *4,725 5 sec. 5,000 10%over- *5,200 , load 5 sec. 5,500 5 sec. 6,000 10%over- 6,600 load MAXIMUM LOAD *Denotes testing for 4,725 pound anchor DATE OF INSTALLATION � DATE PULLED COMMENTS: EXAMPLE NO.VII 32 Specific Authority 320.011, 320.8325(2),F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2),F.S. History-New 1-10-94,Amended 10-02-95. 15C-1.0109 Manufacturer Quality Assurance Program and Monitoring. (1) It is the manufacturer's responsibility to maintain a reliable quality control program which includes inspection of incoming material, control of manufacturing methods,visual inspection of each manufactured anchor or component, and the periodic testing requiring ninety- five percent(95%)to ninety-eight percent(98%) compliance of the finished products. . (2) In-house sample testing of at least two (2) different anchors and/or components sha11 be conducted at monthly intervals. A schedule shall be set-up to assure that all listed products are tested. A copy of the test results shall be mailed to the Department of Highway Safety and � Motor Vehicles,Division of Motor Vehicles,Bureau of Mobile Home and Recreational Vehicle Construction. This sampling is based upon a random sample selection of anchors and components for testing. A random sample is defined as a sampling procedure which avoids systematic choice, conscious or subconscious by the manufacturer. An important part of the quality assurance program shall show that the manufacturer is maintaining the quality level I established by this program and according to the specifications as required by the applicable rules I� of Chapter 15C-1, F.A.C. I' (3) The Bureau of Mobile Home and Recreational Vehicle Construction shall � periodically pick up a random sample of each anchor manufacturer's anchors and/or components for random testing. If failure occurs,the manufacturer shall be notified and given the option to provide testing of three(3) additional samples or the product shall be removed from the approved list and from sale in the State of Florida. This product shall be redesigned with a new model number including complete testing and listing for sale in Florida. 33 Specific Authority 320.011, 320.8325(2),F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2),F.S. History—New 1-10-94,Amended 10-02-95. 15C-1.0110 Rule Review. The Department shall periodically review rules 15C-1.0101 through 15C-1.0110, and promulgate any amendments to said rules. The first such review will begin January 1, 1997, and shall be repeated at three year intervals thereafter. Specific Authority 320.011, 320.8325(2),F.S. Law Implemented 320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2), F.S.History—New 1-10-94. Amended 3/31/99 G:�IvIHRVC\I SCl 34 Statutes & Constitution :View Statutes : Online Sunshine Page 1 of 1 Select Year: 2015 v Go The 2015 Florida Statutes Title XXIII Chapter 320 View Entire Chapter MOTOR VEHICLES MOTOR VEHICLE LICENSES 320.8231 Establishment of uniform standards for recreational vehicle-type units and park trailers.— (1) Each recreational vehicle-type unit, as defined in s. 320.01(1)(b), manufactured in this state or manufactured outside this state but sold or offered for sale in this state shall meet the Uniform Standards Code ANSI book A-119.2 or A-119.5, as applicable, approved by the American National Standards Institute. Such standards shall include, but are not limited to, standards for the installation of plumbing, heating,�and electrical systems and fire and life safety in recreational vehicle-type units and park trailers. However, those park trailers exceeding 400 square feet shall meet the Federal Manufactured Home Construction and Safety Standards and shall have a United States Department of Housing and Urban Development label. (2) Trailer hitches or other trailer connecting devices manufactured, sold, or offered for sale in this state for use with any trailer governed by this section or for use in towing boats must conform to the , certification standards in Vehicle Equipment Safety Commission Regulation V-5. History.—s. 6, ch. 75-203; s. 35, ch. 77-357; s. 2, ch. 81-318; s. 3, ch. 84-182; s. 10, ch. 85-343; ss. 19, 20, ch. 88-147; s. 1, ch. 90-78; s.4, ch. 91-429; s. 66, ch. 94-306; s. 1, ch. 96-358. Copyright o 1995-2016 The Florida Legislature • Privacv Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfin?mode=View%20Statutes&SubMenu=1&App... 3/31/2016 Florida DHSMV - Mobile and Manufactured Home Page 1 of 2 � � Florida Department of Highway Safety and Moto�Vehicles Home�Esaanol�Dnver License�Vehicle Taqs&Tilles�Florida Hiqhwav Patrol�Contacl Us�Forrns�Office Locations Search Mobile/Manufactured Homes in Florida Related Links • Hurticane Preoaredness(or Mobile/Manufactured I Homes Frequently Asked Questions • MobilelManufaqured Home Construction and SafeN Standards • Facts aboul Buvinq and Ownina a Mobile Home • Mobile Home Dealer Licensinq What makes a mobile home safe to live in7 • How to file a Mobile/Manufactured Home Comolaint • Installation of Mobile/Manufactured Homes • Reaulation of Mobile/Manufactured Home All mobile/manufactured homes must be conslructed in accordance with Manufadurers,Dealers and Installers regulations of lhe U.S.Department of Housing and Urban Development (HUD)which are entitled the Manufactured Housino Construction and Safetv Slandards.These regulations were amended in 1994 to better Be(ore vou Bw a Mobile/Manufactured Home ensure that mobile/manufactured homes can withstand strong winds.In (Printabie Brochure) � addition,all mobile/manufactured homes must be installed in accordance with Rule Chaoter 15C-1,Florida Administrative Code(F.A.C.),which are among lhe mosl stringent mobile/manufactured home installation standards in the United Slales.All mobile/manufactured homes that are installed in Florida must be installed by a licensed mobile/manufactured home inslaller Investigatio�s of damage to mobile homes from the 2004 and 2005 hurricanes found lhal no homes built subsequent lo the new HUD ' construction regulations sustained any significant damage and all homes " installed in accordance with Rule 15C-1,F.A.C.tended to also fair well.To ensure the safety of mobile/manufactured homes there are also restrictions on where such homes may be set-up.No mobile/manufactured home can be set-up in Florida unless it was built in accordance with the standards thal apply to lhe Wind Zone applicable to lhe county where it is to be set-up. What mobile/manufactured home manufacturers are licensed to sell their homes in Florida7 Florida licenses 23 mobile/manufactured home manufacturers lo do business in Florida,7 of which are located in Florida.A list of Florida licensed mobile/manufaclured home manufacturers is available. Does my new mobile home/manufactured home have a one-year warrenty7 Yes,Florida law requires new mobile/manufactured homes to have a one- year warranty.However,some manufacturers offer warranties that are longer lhan one year Does the installation of my mobile/manufactured home have a warranty� Yes,all new and used homes are required to have an installation warranty lhat extends one year from the date the certificate of occupancy was issued. Do Florida dealer warrenties apply to hames purchased from an outof- state dealer7 No,lhe state required dealer warranty applies only to homes purchased from licensed Florida dealers. i � If I purchase a used mobile/manufactured home from a dealer,do I have any recourse if I have problems with it7 Who do I contact7 ' The Division of Motorist Services(DMS)jurisdiction on used homes is limited to the contractual obligations of the dealer's sales contract.Only the warranty or implied warranty on the contract is enforceable.You may contact your local DMS oKce for assistance. If I own my land,do I have to purchase a registration for my mobile/manufactured home each year? Mobile/manufactured homes located on your property may qualify to be taxed as real property.If so,your local tax collector will sell you a permanent,one-time regislration sticker for your home.If your home is located on leased property,however,it must be registered every year Are set-up instructions and a homeowner's manual included when you buy a home? ' Yes,state and federal laws and codes require the manufacturer to fumish complete printed instruclions for the set-up and mainlenance of each home lhey manufacture.Inslructions for lhe set-up of the home are very specific and must be closely followed for proper installation.Following instructions for the maintenance of the home will exlend lhe life of lhe home. i � What should be considered when choosing a site for my � mobile/manufactured home? The site must be prepared properly in accordance wilh Florida Rule 15C-1 F.A.0 The site must be clear of debris and water should be directed away from the home's foundation. Are local permits required for the set-up of mobile/manufactured ! homes and park trailers7 i �� http://www.flhsmv.gov/mobilehome/ 4/1/2016 Florida DHSMV -Mobile and Manufactured Home Page 2 of 2 Yes,sel-up permits are required and can be applied for at the local qovernment buildinq departments. Does the State of Florida approve mobile/manufactured home anchors and set-up products? Yes,all mobile/manufactured home installalion components and products must be certified by the`Division of Molorist Services.They must undergo technically sound engineering testing that proves they are compliant with the provisions of Rule 15C-1.F A C. The Bureau of Mobile•Home and Recrealional Vehicle Conslruction maintains a list of aooroved installation products. Are alI mobile/manufactured home dealers required to have a mobile/manufactured home installer license? No,only mobile/manufaclured home dealers that pull permits and/or set up homes they sell are required to have an installer license. Are individuals and dealers that set-up mobile/manufactured hames required to be licensed7 Yes,individuals and dealers who install mobile/manufaclured homes must � be licensed as installers by the Manufaclured Housing Section of the Division of Motorist Services.Installers are required lo take a pre-license course and pass a license examinalion.They also must have a$5,000 surely bond and$100,000 of liability insurance before lhey can be licensed. Installer licenses must be renewed annually. Can licensed mobile/manufactured home installers do plumbing hook- ups7 , Yes,connecting plumbing to the newly installed home is paR of the � inslallation process. Can licensed mobile/manufactured hame instailers do electrical hook- ups� No,installers can only install electrical crossovers on multi-section homes. Any other electrical work on a home must be done by a licensed eleclrician. If a mobiie/manufactured home is displayed on a temporary basis such as for marketing promotion,do they require a mobile/manufactured home installation decal7 No,installalion decals are not required on homes temporarily displayed. � Can a consumer set up their own mobile/manufactured home or park trailer? No,section 320.6249,Florida Slatutes and Rule Chapler Rule 15C-2 F.A.C.,require that only Iicensed mobile/manufactured home installers may set-up a mobile/manufactured home in Florida. �171�/�MyFlorida.com Privacy Statement�Disclaimer Copyright 02008 State of Flonda '� http://www.flhsmv.gov/mobilehome/ 4/1/2016 10-26-21-0010-12600-0030 � Pasco Couniy Property Appraiser Page 1 of 1 Mike Wells Pasco County Property Appraiser Data Current as Of: Weekly Archive - Saturday, April 2, 2016 Parcel ID 10-26-21-0010-12600-0030 (Card: 001 of 024) Classification 28 - Rental MH/RV Parks, parking lots (commercial or patron) Mailing Address Property Value LAKEVIEW OF ZEPHYRHILLS Ag Land $0 LIMITED Land $395,280 10912 N 56TH ST TEMPLE TERRACE FL 33617-3004 Building $175,337 Phvsical Address -See All 50 Extra Features $5,106 addresses �Fi�ststiow�� 5011 ANTHONY CT ZEPHYRHILLS FL 33542-5486 ]ust Value $575,723 Legal Descriqtion (First 4 Lines) ASSeSSed (Non-School Amendment 1) $575,723 ' ZEPHYRHILLS COLONY COMPANY LANDS PB 1 PG 55 COM AT SW COR OF TRACT 126�TH S89DG59'35"E Taxable Value $575,723 85Ff TH NOODG04'02"E TO NORTH 7urisdiction Citv of Zeohvrhills --- ---- ----------------------- Land Detail (Card: 001 of 024) _ __ _ ____4 � --r---- � ,--__-----�--------..__ -- -- Line � Use �Description Zoning � Units j _ Type � Price_ �Condition�_ Value _._ ._.._._.�___.._... ._..._____�._.._.__.________�._..._.-----�___ __ ___�._-r � 1 __ )_ 0210____�_TRLR PARK �T_OOM3___ _ 24.00_�; ,UT _ $7,725.00 1.75 I $324,450 2 I 0220 � RV PARK OOM3 20.00 i UT � � � M � -------;------�._----___� �-- ..--_____--�4,100.00(--- 0.86 � $70,520 3 j 0100 � SFR � OOM3 � OJ3 i AC $425.00 � 1.00 � $310� Additional Land Information ------r----------r-----r----------�----�-----------�----- -- i ------._-------.__._�_ .- Acres� 3.48 i ACea I 30ZH �C de� -- �Resiclential Coc9e! RRVPCLI iCommerceal Code!RMHPCLI I ; Buildina Information - Use 02 - Mobile Home (Card: 001 of 024) Year Built 1970 Stories 1.0 Exterior Wall 1 Above Average Exterior Wall 2 None Roof Structure Flat Roof Cover Min Roof(Corr. or Sh M) Interior Wall 1 Plywood Panel Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted � A/C None Baths 1.5 --_ _-- Line.---_.-�- � Description-_ -- _i.--_-_-_Sq._Feet_--_.___!---- Repl. Cost New _ .__.__.�-- , —__.�._---- --------- --1--------;------- BAS . -------�-----------720 ______—' $23,918 - ------- 2 I FCA 1 546 � $3 621 -----_-__-_ ____..--__ __-------� _._ ----- -- -----,- ----_._ ---v .____-_ -- --- --- --' _ -: --------_ 3 i FEA ; 120 � _ � $3,388 --- - ------------ --- ---_ �-__�_..____.__----- - -�--- - -- -------------- _-- ---, - ,----._._ _____ � � $4,053 _...�..__._._._._4,_____._�----------.-,--. .__FSA_.._.___�. --.- -�-. 270 _,. ._..._ ---_____ ..__--__----'---- - �---_-----_--_ ___-- 5 FCB j 190 � $5,681 - - -_----.___�-----.- .----------_-.-- Extra Features (Card;_001 of 024)_---------- ------ -- .____.----- - - ------- Line � Description__ j _ Year ` .;�� Units ;___� Value _ ------------------�-- � �---- ------ --- -_.--------� �110 1 - --- ---�------_UDU-M------- -!---- -1986._ .___._+_. 1 : - -- - - -- -------- —_ __ �_ ------ -- 2 ! CAG2 - -I------�._2007-- --- - '- ---�- 1 -'------�553__-- -.._.. ---- -- ---------- --�--------------_ _--_ 3 i PVCFLF � 2010 ; 250 ^ � $910 Sales Historv- See All 5 sales Previous Owner: DAUER SIBYL --- -----�----.--____.____..___._._—____...---..,�...__._.- ,------.__.---.-_._--- - --,---.--------__.._.._ ----- ..___..__.._.---------.�_._._.--__ Month/Year i Book/Page � _ Type _ i DOR Code i Condition � Amount - - -- - �- -- --- ;- --__ ___ � 02/1997 � 370� / 0359 -------..--._____ Quit Claim Deed 1 ' Improved � $0 --- -_--- --- ' --- -- --_ __ � 07/1996 3605 / 0024 Warranty Deed ! i Improved ; $325,000 ___.....-- - - � _ _--- ---- --- � -------_ . - ----- ---- - - -- ----- --- - -- -p � 03/1989 ! 1839 / 1604 i Quit Claim Deed j ; Im roved 0 http://appraiser.pascogov.com/search/parcel.aspx?parce1=2126100010126000030 4/6/2016 � CITY OF ZEPHYRHILLS, FLORIDA 5335 8TH STREET CONTR.ACTORS COMPLETION NAME: J and H Homes DATE: September 26, 2016 � ADDRESS :5032 Dauer Ct PARCEL I.D. 10-26-21-0010-12600-0030 SUBDIVISION : City of Zephyrhills TYPE OF BUILDING : Replace park model 14 x 29.4 sq ft PERMIT'(s) ' 17331 ' REMARKS : FINAL DATE: AUGUST 30, 2016 BILL BURGESS BUILDING OFFICIAL/ JB �( :G/U �,