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HomeMy WebLinkAbout26 Gatehouse CtJUL.-28-2006 01:22 PM CARRIAGECOVE 4073207195 P.06 � Jeb Addnow.�2 6 �jQ CvS�° w ince: Lp A 7'73 (7) Deeaipdon of Worllt d a w V.Was of wat s HbEodc Dgtrlclt; �in� •rypee . BnlldinS � 8loahicail --.� �afttnieal ` _Plumb' ~ I: Naw SWAM —# of AMPS Piro Sprinkle rAlattn PW MWJMI=L' Rosh W4W AddidodAIWatioa or3avioa 'tip Pole -- NotaReddmW Repleaemalt New +�._... pkaftW1Vew Commoldid: # orFizbarlt : roan talyout tt�lk- Regtdrod} d d Wats do Sawa Lines e• •ph IabltiRlWew ResWeotW: � or Waotr Clow .-.-- d ofGa Lines Ptd Rqm& - Redden W a (.btttltttmW f 'h'Pa Re:idaatlal ✓ Gbmn,odsi_____ Gtdtttlrial TUN SgNmte lroott a ,� f orDwdllng.Ualti CoalltratltleN Type Of 8totrlew�_ : . P lied 7aaNt ^` OMA bra M"M IN sttsw d= 7q Owaentitlataa a Adilrea; (Anaeh PMtof Owaonjdp 4 Leel Dtto soeHpa) ��C Soo c_..�.___ �• _ ._. 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Wro Nome 6 of Flaido tate 51 tN t0: o Ex • aApMis '�Peraanttth Known b O .- Ot CentraetorlA tis _ •,_ Personally Known to nae or • ; N p(� _; ProdwW ID IC APPLICATION APPROVED 9Y: B1dg TAninip Utillttca: Ft):..,_,_._,__ 4t a One) (Initial A Date) (Initial A Date) (IM W A Dau• %pucial Conditlaaa: IV 9 J p 0 JUL-28-2006 01:11 PM CARRIAGECOVE 4073207195 P.05 Daft J4Mdrow __ 4V 727,71 • DeDerip"On of Work yfiv &W vahm otworic,% Pwmit T"M Swidlq Plural"$ FIN sOn"Al., P0111 Shetrt=k Now Servke—#*fAMpS—j --flo AddIdWAhowin Change of sm�vioe Yo y pole Medmalcal: inl Nam-RWdaaIW MM Layout & g=V ot Rgph4 PIRMISIOW NOW Cmumardat 0 offtmm 0 of WSW & Sew lJock. of Cm L hm Vd=UqMew Raddendsh 0 of Wale Plumbing ]Uptr— Raddenfid or CwmmW 0=PQWTMRwMewW V CM=NW bduaw— Tota! swropwtw ftrod a: Ck"M Warm & Add rowl (AUR& Pod of Owearghtp A LOW Dmwtpdm) 60 we Ckmftsdor Nam & Addrv=& IAw* -Tj4xy it . v7L B atit 'r 4. 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APPLICATION APPROVEDBY: DWO A yanbv Udlifisc FDI ( Dam) Mft UntUid A We) (kdtw & Date) (b*W Dow JUL-28-2006 01:11 PM CARRIAGECOVE 4073207195 P.04 - ---------- Menat 0: Job A"nm -.U—Ggt It A &,!5 Daw. - r' ECEIVED 0 -� z It Dosipuen or warb Zt s At- I yA"c HbOdc I)Mrkt *4 -o. -e- 8 2006 zonbc- yaks of waft s 07 &00 MCI PHTATYPM ftwft— mw&w,— , lmsdwl-✓ nwimm— l%*isHcdAlwm PW Mcdrk.4- Ncw.SNWM -1 of AWS Qmap of SaVige Tolimpol* Me Msftnia& RuWaneW — New _ Mutt Laym &.SMV CWc. MMMOV 140W Commwcl* 0 of Fixtures a Of Water & sftw ulak— 0 of Cm Lim MmbMoow Redftde # of Water CbM NuEft PAWr - RwMwAW or CW Oemimm Tm Rawmw commew laduadiol Tow Swn pboftsm /;z 16 COAOM*duTm '0 I dDWMM Uaft MNd7A= ► bm I MINIM 777r.m &Ad&w&- (AftmbPC0OGfOwmwft&Left Dwc;iOm) P, A'wme, n..oe A..,.L v, -Z--/ — -- C*atmcW PUM & Addr�®b isov I ��'c 402 gagg, 94 AL6 md- AV sum lienee mumt1w. GA -le It 2 d" ru" & Pax: ciamahmm "'I'VAS Smom Dwdne ^arm, MOO" Leader. Address: AAM ,==imof spenwtow goal watwMtevuhnuidbum den bm a am tLio jmaotti'dA.- I=dma Pat* MM bs MMOW 2W BL=RML WML nnann SMK VMA& pootj, pMAM AIRCONDnVXQMem BOUAM MA"M TAIGM ad *Ed* Mean ardwsmPho kbmzft flftv&'w=d *men M*'M to 0*&Wd= "d i=lzh mkm 3110 =Oft WAM=TOOV"M'V=PAUMTO=D=A *rW=pO1tBv20VVMMM70T=FRGpwy arywonm )W= OF CMOM=Mff WAY MUMT M =a PATM TO MAW PRW,00749 LTWM YMM LMM OR AN mhb OWNW., =ddmuWbo sdM=M F ............ to" of 713. 40 �- 1? Daft 8 pi S%Uwm OfCwm=WAGM bele aog hap o z Pd co or rcu?s 0 tam of Nota of Phrids Daft 1% CapVwMdftmc Is Psmanuft Knom to Me or t 14 — Pan*Wy, Knum to Me or A&IIP LICATION APPROVED BY. 13 Lhilldw 1 4, MOW DaMY pnilial & Onto) (h*W & Daw. The uOders, Icned hereby gives notico that CbPtcr. 71.3. Fjorida'S iraprbVernem Will be macle to cerWa real property, aad in acro •MWtes, the following infortatica 1!; p ro� 'Ice with 1. Desdjiption do, in this Notice of COE'r-Mencernest. 0'fP1r0P0nr--(1qp1•des CARRIAGE COVE LLC capt'OA of the PrOPOrty zadsErW ai�cjres W �"L& s if available) in 500. CARRIAGE SWO�RD, MY; 2. General 11, or.11 de.', PL 15-7r —APEA0.0 or Impr9yemew.: POR 3. Owner iriforinaLion Namc and addre= CARRIAGE COVE b. 500 CARRIAGE 2LVE17Wntcrest in ��� property. 100 c- NzmG and addrcs., of fee simple titleholder I NIA 4. Contactor�•"-'n 4. Nome aa&2d(jrPt. .. V"' '0 jr lis 7 b. Phone x,urrjb('i,111 Surety a. Name Aad acldtcss N/A Photic number c. Amount of bond7' 6. Lender a. Namc and address W/a otherthan Owner) P nwinber MARYANNE. BK 06361 P9 0463;-(Ipg) 04) numberO— ................................. 11i UR ,Florida Statutes: > r be served 7. Persons within the .......... ................. alurn -Provided 6)'Scal; On(% designated by Omer upon WhorLI 9-0d ri'713 B Name ZU�j -3 andaddress h? /7k ---------------- I b. -phone numbbc- a. In addition to himselfa or herself, Owner designates F,k 'nuxn Florida Statutes. of Phone niurabor PfOyl Cd in Sedion Expiration date ofn 4 Fax aurnbe'r dzt.eis`spccifx�ed.. Q�CP- Fax (�thewcP`i�tioa�dzte is I Year from the date of cORinTu! 111,111,111111Iess; a diffe . ..... .. . ...... ... rcht WOO to (Pr sf f j led b- rM Signature of Owner znd'Sui�rbibefor- --- �tiethis.�0$5e-nkrocby.of 10 e, 21 erso__ nally KnO.WA I/ OR PipdUced-ldixtificwiOn. YP0.0f Idatificati;n—Troduced. r'6 0"Cary Public, stato of Florida . 'Ornniksion p,.pi,,es: 17-16- 0 Iz ........................................... PHYLUS CASTALDO CGMM# DD049%21 Expires 12115/2*9 •4 Florida Notary Assn.. Inc (APPTIF"EMOPY MORSE 50,1 joo,_Ct CLERK OF CIRCUIT CO! * JRT JSEMI U�NT 11 _A By -TY. Cl.bR LEGAL LEG SEC 13 TWQ 20S RGE 30E C 2/3 Ol' SL' 1/9 OE NW N 1/2 O1' NW 1/4 OF NW 1/4 NL 1/4Ok' SW 1/4 OF NN; 1/ ; 1/4 OL' NW 1/4 + E 2/3 OF SALES SU QD 01/74 01034 0156(LESS E 25 I"T & RD) & BEG* S.460, 000 v 00 land 31 05/23/94 MORE: LEGAL bldg 24 01/27/94 Note, Lech, Sale, 21d/].and/ r, Prmt: n Cluj SYD. 05/03/96 . and? 0, ComAI, Iliat, Other io11, L:Ngd, Main M::nu, ( EXIT) COUilt: •k0 ~ <Rep1ace:i e cJ[ 500 a Cove 500 Carriage Cove Way Sanford, Florida 32773 (407) 323-8160 fax (407) 320-7195 71� Ilevs e- C 7`. to Qj =11 ip 9% JUL-28-2006 01:22 PM CARRIAGECOVE 4073207195 �^ P.05 ~p CITY OF SANFORD PERMIT APPLICAFMNMANUFACTMED HQ1YMS INSTALLATION A Ilcaat„R13�AGE ., PERM' Pp 'OO�YB •LLC,,,.._. . Address. --=AND CP►RRxACL SP_CM WAX Name of Lkowed Dealer/Installer q u � —`...�" I,iccnscd HumbcrN OQO.B.O a. a A'�6 nRn.277�" �a,Vs,e- Ce.�.ltutaliPtlogl)c�ralfl __�,__��, MnttYfaetYrers Name ,& &xe tbar ttoot7,v 10 .." Win Zen Nuutber cisocttoas,_,',,_'W�d{hZy Length Xcar � Ser;at�'� lnstntla{lett Standard Used;(Cltcck Ona) Maqulacturers Manuel- 15C.1,_� SITE, PREPARATION: Debris and. Organic Material Removal_ _ Com acted Flt v Water Drainage: Natural SWalc . Pad -Other FOUNDATION: Load,Bearing Soll Capaeity 0 0 0 ' or "utaed 1000 P Footing Types Poured in Placq Port4w Siza & Thickness ,-Dent►► or Minim -all Plers: Slagle Tiered r/ )cubic Interlocked Sw of Plars9 �! Plaewtaeat O/C Perimeter Pier Blocking: Sis{e s ` Placement 0/C !/ �-- Rtdgc.Boam Support Illoeklag: Size. f! ",_ Number Loca n(a�,�.S� _ Ridge Basin Support Footer. S(ze -i�L— Number _„`� Loeation(s) t a dealer Line Blocking: Numbor�l.L Size !��ocation(s) Spacial Pier Blocking R4quired: (Flrcplacc,Bay Win tr, Btc) - YES �,, Mating of Multiple Units; Mating Casket Type Usad,.;,_o Fasteners: ROOFS TYPE AND $17.5 �~�- SPACING _16_� _ 0/C ENDWALLS TYPE AND SIZC "SCh SPACINC 0/C FLOORS TYPI AND.SIZE 6—=,t AL- I SPACING OIC ANCHORS: Type 3150 Wbricing Lond 4000 Working Load Height of Unit: (Top of Foundation or Footcr toi -Bottow of Frame) Nuknber of Fmme•Tiwi 6 Spacing 0/C Angle of Strap 16-X/5. 0 Degr. Number of Over Roof Tion: (1f Required) St 1 -- Number of Sideivall Anchors Zone II Zane III Nunaber of Ce,aterlint Anchors Nultibcr of Stabilizer Devices_ Vunts Requircd for Underpinning (1 SF/150 SO OF FLOOR AREA) Number PLANS JEWED C17y. OF SA ,= JUL-28-2006 01:23 PM CARRIAGECOVE 4073207195 P.07 I Date: Address: # .*? 4 I Wt� $a Ad* s -C C� 0/, ax�?3 Contractor: Torque Tests Permit #: License This will Certify the completion Of two (2) Solt probe Tests on the above deaclibed site: TIESf 6 �Ot:AT10N , POCKET PENETRO METER TEST TWVALue Signature of Tester: data: J Notary: STATE OF FLORIDA COUNTY OF ' The for+epoing Ins ment was acknowledged before me this day of ---= =—yr- 20.L. lay ,VV4 ; r� h .Who is personally known to me or presented Florida Identification # a d` d ` z2a to me. 14& �' O / PHYIUB CASTAl00 Slgnatu of 0004996211. MAL ry 1�_- +nes �y�snoos OiP OWW'Sd MN (800)432-4254' S�ru�ni�ou��uuFbridsN Assn.. Inc NOTE. I. It the most stringent standsrd set by the State of Florids, Oepartrttenl of Hlghweiy, Safety and MOIO(Vehides are IM(porsted In the net up procedures and noted as such The pocket penetrometer test and this form ; shalt not be required, 2. Additions. including, but not Umitsd b 804-0e0111115, MCkvm and porches Mall be INN standing and sstFauplIcft VM only the Plashing attached to the main unit unless the added unit hes been designed to b6 married to the existing unit. M P M5.PREVIEVIED CITY OF SANFORD :MAIM smA`�TY?wP -too szoo* 5100. AN 7 -'0- H- 9 UHL -r ..7777EY.—. M n A S#41 ;<-'4� q-"S1(-Np Lo—, 43COP cOf oloo 4eOO 4eo AV' ...................................... 17,$a)C24" K jo L'06 60000 z OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRYCTIONS FOR THE MODEL 1101 "V" S RI c ";TEEL FOUNDATION Svc rr- MODEL 11010V" (STEPS 1.14) MODEL 1101-L"V"LONGITUDINAL ORLY- FOLLOW INSTRUCIrIONS 1-10 •GtG� yLl�' •'J �I� +•4"E S STAM(? ;CES: If the follo>yirlg conditions occur - STOP! Contact Oliver Technologies a) Pier height exceeds 48" b) Length of home exceeds 76'c) Roof eaves exceed f6" , F. exceed 96" e) Roof Pitch greater than 4.37/12 (20 degrees) f) Location is within 15et'of cbpSt.. IJNSTALL.eTION OF GROUND PAN 2. Remove weeds and dgbds in an approximate two foot square to expose firm soil for each ground pan (C) . 3. Place ground pan (C) directly below chassis I-beam Press or drive pan firmly into soil until flush with or below soil. SPECIAL NOTE: The Ipngitudinal "V" brace system serves as a pier under the home and should be loaded'as any other pier. It is recommOnded that after leveling piers, and one-half inch (1120) before home is lowered completely on to piers, complete items 4 through 9 below. INSTALLATION QF LONGITUDII AL "V" BRACE SYST M NOTE: IIF INSTALLING THE MODEL # 1101-L"V" LONGITUDINAL ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS�QUIRED. FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE MANU- FACTURERS SPECT A DIFFERENCE. USE GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 614". VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REa) . 4. Seiect-the correct squ4re tube brace (E) length for set - up (pier) height at support location. (The 18" tube is always used as the bottom pa)t of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length 40 to 45 degree angle is maintained. as long as a PIER HEIGHT 1.25"ADJUSTABLE 1-50n ADJUSTABLE (Approx. 45 degrees Max.) Tube Length Tube Length 7 314" to 25" 22" 18" 24 3/4" to 321/4" 32" 180 5. Install (2)of the 1.50 square tubes ( E {18" tube) ) into the "U" bracket (J), insert carriage bolt and leaven t loose for final adjustment. 6. Place I-beam connedtor (F) loosley on the bottom flange of the I-beam. 7. Slide the selected 1.25" tube (E) into a 1.50° tube -(E) and attach to I-beam connectors (F) and fasten loosely with bolt and nut. 3. Repeat steps ti through 7 to create the 1/" pattern of the square tubes loosely in place. NOTE: The angle is not to exceed 45 degCee and not below 40 degrees. 1. After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4) 1/40-14 x 3/4" self -tapping screws in pre- drilled holes. D. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructicins. All loads in excess of 3,150 pounds at shear walls, columns, and centerline, must have five foot .(5') anchors installed regardless of soil conditions, per the state of Florida. E INSTALLATION OF LATERAL TELESCOPING TRAN8VERSE ARM SYcTI�-" 111 T' � , + �V�'��D NOTE: THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) EUMINATES THE.: NEED FOR ALL CCU STABILIZER PLATES b FRAME TIES. 2. Select a correct square tube brace (H) length for set-up lateral transverse at support location. 'the -lengths -come in either " or 72" lengths. (With the 1.50';tube'as the bottom tube, and the 1.25" tube as the inserted tube.) 1. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut. E. Slide 1.25" transverse brace into the 1.50" brace and attach to adjacent I-beam connector ( I ) with bolt and nut. �. Secure 1.50" transverse arm.to 1.25" transverse arm using four (4) 1/4" - 14 x 3/4" self -tapping screws in pre -drilled holes. MANUFACTURED HOUSING'.FOUNDATION SYSTEMS A DIVISION OF OUVER TECHNOLOGIES, INC. Telephone: 931-798-4555. 1-800-284-7437 Fax: 931-798.8811 www.olivertechnoloaies.00m HUD approved Homes and Modula*.- Housil7g CU -NERAL INSTRUCTIONS—. r�cawsso�soo..�tor:tel, r nuw>vlr.� I.. All pads arc to be installed fl;arside drnvn, ribind side up :. The Crow1d wide the pads should be leveled as smooth as possiblc•ivitl: al! vcgctation rehloved. Pads to be placed on natural grade unless oUierwise pertnit 3: Pier &- pad by Utc los I bui!dim authority. pad spacing will be dcti rntined by ills manufactured homes' writtct sct-up instructions or any local or state codes. 4. 111c open cads Ix:hveelt the ribbing on the upper side of the pads may be- filled with soil or sand after installation to prevent any accumulation orstagnmt water in the pads. 5. A pocket penetrometer may be used to determine the wila! soil t carind value. irsoil-luting eqw"pnsctt is not avuilablc, use an assumed soil value of IOOO IDS. /square foot. G. All pad sizes shrnvrt arc norninal dimensions and nta va 7. -Clic maxinnnn dellection ina sinrlcand is ) rY uP to I/ ., MeaGoin tltc!:igltut point to the lowest point" ' :''`; ' or the top fac . (NOTL: Actual test results were less Ill;:,, 5/E" ) ij? '' 8. In frost areas, a G" deep confiined,gravel base installed in wc!1 drained, run-fio;a susceptibleit isJ r`wa rccotnmatdcd.so 9. Pad loads arc Ute same tivhcn using single rack or double stack blocks. ' JO. Tile maxinium load at any intermediate soil value Jany !x: determined as the;,vo 'mac oflhi;rlcxi lower and next higher soil value givclt in the table below. 11. Any configuration (see reverse side) clay be used to replace a horn mapuf cturer ; rccouuncndcd concrct'. or wood base pad. 12. If the ltotnc manufacturer ,Rows soil den siIics greacr Ulan 30004b. +vl,cn,us �g ABS pads, do not excccd 30001b. soil pier spacings per set up m:ulual.. Pad Size Pad Area 1000 Ib_ Snih.,Z )nn It, 0-:1 IG" x IG" 25G sq. in. -- --- 17SO Itis. �� w. ave 3560 lbs. JUVV 10..3011 5333 Ilr. 5.6.. 23Ssq.in, 2000 Ills. 400016s. fi0001bs. I. 33S s . ir1. 237516s• 4750 lbs. 6400 lbs. _ 342 sq. in. 2375 tbs. 1750 Ibs 71.00 lbs. 2" 3l,0 sq. in. 2500 lbs. 5000 Ibs.°' •• 7500 lbs. t x 20" OVAL t 7.5"x 21.5' •100 sr . in. 2750 Itis. 5,500 lbs. 3250 Ills. • 24-.2-1" •132 sr1, in. 576 in. 3000 Ibs. I 6000 lbs. 9000 tbs. ' 2G" x 2fi" so. G76 si . irt. �- 4000 tbs. Ao00 lbs. 5000 Ibs. S000 tbs. ' 34" x 22•' 74S so. in. 1 5000 Ibs. 9600 Ills. • 10000 lbs. ` 9600.1bs.. ` 10000 lbs:' 35" z 25.5" ESOsq, in. I 0uVU ins. 12000 lbs. • .. 1.20001bs. � CnnerClc hLirlc:�r...,..L....r.,.•! ... vnnn _ liuunus, ouVV pounds and higher must be double block -ed. 13. ALAl1AMA ONLY. The [C" x IG" lUli 1055-10 ,'IS.S" x 13r5't 1Ull 1055.9, 20" x 20" 1011 I055-7, 17" z 22" 1Df11055-1G, t7.S� a 5" 1Dll 1055-17:4'rrthc•only pads apgcovcd ill tile state ur Alabasuu, and roust not have. morc'lilan 3/$" d4wion. See chart bclotr-for•dclails on correct installation in Alabama. Note I : ,For Alubaltta only: When setting in soil capzcitics over 1000, Ibs psf,•thc block (CMU) configuration shown in this drawing is required on the 20" x 20" (IDsl 10554)'andthc.I8.5" x 18.5" (!1 1055-9) liads. fa;am;llc: I G' x SO' scuion PAD SIZC 'PIERSPACING 16" x 16" Pad 5.6.. MY' 5.5'' x 13.5 " Pad 7101, 17" x 22" Pad 7' G" 17.5" x 25.5" Pad 5. 0•• 20" x 20" Pad 8-0-, t C.R. Caudcl, P.1 Sr. Registered Gngince Prod uct Testing, Int Revised 12M/200+ PLAWS RU; mv, ED CTY OF SAMFOIIAZID SINGLE SECTION ALL DOUBLE WIDES ALL WIDTHS UP TO 76' WIDTH S UP TO 76' Recommendations: It is recommended that systems be installed at 2nd pier RTES: in from end of home, not to exceed a quarter length of the house. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE L 14 = LENGTH OF THE HOUSE (FLOOR) DIVIDED BY 4. �--= LOCATION OFASF MODEL 1101°V" (LATERAL & LONGITUDINAL BRACING). = LOCATION OF MODEL 1101-L'V° (LONGITUDIINAL BRACING ONLY). LOCATION OF MODEL 1101 "Vr (TRANSVERSE ARM ONLY). Note: When installing the model 1101-L'V' brace for longitudinal protection only, 2 longitudinal systems (without lateral arm) are all that is required on a single section house. H - Transverse arm 'rop (1.25') bottom (1.5"x/ RE .V brace I-beam connectors E - -V" Brace Tube Top (125') -- Bottom (1.5 TRIPLE WIDES ALL WIDTHS UP TO 76' Model# 1101 'V" Transverse Only PATENT PENDING C = GROUND PAN D = GROUND PAN CONNECTOR U BRACKETS —E= TELESCOPING V BRACE TUBE ASSEMBLY W11.5 BOT- TOM OTTOM TUBE AND 1.25 TUBE INSERT F ='V" BRACE I -BEAM CONNEC- TORS -ASSEMBLY H = TELESCOPING TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR J= V PAN BRACKET Ground Pan Worse connectors Florida approved 4' ground anchors may be used in all locations except J -ground Pan C -Ground Pan where loads exceed 3150 bs. V Brodcet 5' Ground anchors must be used when loads exceed 3150 lbs. regard. less of sod conditions per the state of Florida . Sidewall connector spacing can not exceed 5'4* on tenders. i -----�""'" REVISED INSTRUCTIONS 2/20/02 MANUFACTURED HOUSING FOUNDATION SYSTEMS A DIVISION OF OLIVER TECHNOLOGIES, INC. Telephone: 931-796.4555 1-800-284-7437 Fax: 931-796-0811 www.olivertechnotogies.com FORD V