HomeMy WebLinkAbout245 Wagon Wheel CtJUL-28-2006 011:21 PM CARRIAGECOVE 4073207195 P.02
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LEGAL
.LEG SEC 13 '1'WQ 20S RGE 30E
+ E 2/3 OF SE 1/4
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1/4
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OF
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Saves notaicc that 'Giaptm•. 713, FlPrbyam
oiiSte, the following oa� be made to cartak real proponx aad is accordance with
Des Provided in this Notice of commencemcmt. �
CARRI7�GEp COVE (le 'desyprcpeytand
LLC coptiaA of the soree>; address
500. CARRIAGE COVE if available) .
Z. Ganem de���...:o> • WAY' SWORD, FL 32773
3•narinfommhQU .
a• Nsmc and addrncc
b.
c.
Lmp
77,
TIYr � wry o s//, Fo .6! —•��
propel 11
Nemo and address of fee
4. Conten or
01. Name
b. Phone numbcr�
Surety . .
a• Name and address
b• .Phone number
C. Amount of bond
Lender
a. Name and address - WIA
b. FPbouao number
Persons within the StatP- of Florid& deli b •Fau
•Provided bySect' -11130)(4)7., Florida Stituoes: er upon whorl,
a.. Name.snd address —
BK. 06361 Pg 04621- Qpg)
III II Ill 11111 II Ill 11 Ill I lit
vc scryed as
b. Phone numb
$• in addition tohims4f or hermelf, Owim desivwta Fax -number. .
7t (1)(b). Florida Statutes a-mtry•W"dielidro of
4• . 1?hOno nur . r's�ottCc as prop In Sodion
9: Ecpiration date ofnvtiet; ofcomin�� m(the Faxaumber
date is .spCcir� Pi adoa date is t year from the date of recd
rdinS unless a dWercht .
SWom to -(Ar affirnicd) and'sutiscribedb _ /' Sri of Owacr
.%an,� o n brork eforeAtethyof_
// io-.r by
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lly Kuovvi� ✓ pR Produced ide�neca ' are -d.
o fit
Yp fautificatioamduaed tl n
CERTIFIED CbPY
g �� • �oQ Car -r-1 e, 6*,m, . MORSE>t °F Public, Stato ofFlorida J CLERK OF RCU1T COURTommiision ices; g MINGLE CO NTY. 0 A
•
3Z 7
.PHYLLIS �CASTALDO �....... �
BY TY C. C�
��• �`, comm, ooasroaz, �`
Expros t
..
p15R009
i..........�i...... FlOI108..:�Oi�lyAuk. .IC .: .
500 Carriage Cove Way
Sanford, Florida 32773
(407) 323-8160 fax (407) 320-7195
,Cof ,s ys' x 75'
REVIEWED
IF SANFORD
WFICE
JUL-28-2006 01:20 PM CARRIAGECOVE 4073207195 P.02
CITY OF SANFOpr\
PERMIT ApPLICAnONM ANUF;A CTMEO HOMES INSTALLATION
Applicant_ M T OV •LLC.
Add rerd;,'�Q�Q, Ud 32773 $ Name of Lkcased Dealcr/iastallerha M jhe -,Oro gAzofiftrwo
Licensed Number 00aff 0.
rldt�ais:
Off
�' :714stallfdoaDcaUl
Meaulacturm Nam el e c --
Roof Zoae ' Wind Zon
Number 91".3601041 ! _ Wlt1tIL-, Learth -.f . y..—,,m4O
143101.11111911 Standard Used:(Choek Oac) Manufacturers Mznuol Soria
� '"""`�
1SC-1�„_`
SITE PREPARATION:
Depth QVId-OrPult bUterlal Removal_Compacted Fit
Water Drainage: Natural �Swale_ Pad 'iL-Other �s
FOUNDATION:
Load •soaring Solt Capaciy► 262 60 or Asiumed 10007___Sk8&Thkkncu__
Footing Type. poured In Plac �._ Fo lc •
t-a"All or Matured Piers: Slagle Tle
SDouble Interlocked���•
ise of Piers Placement 0/C (.� �»
Perimeter Plei Blod dag: Ske _ _Placement 0/C
Rldge.Denat Support slacking: Sig Number_ Lot on -.p
Ridge 4eaut Support Footer: S =Number Loealloo(s)
Center Woe Blocking: Number,_ Siu� ocatton(:) 4
Specht pkr BkeWag Required: (Fireplac,Day W dow, Stc) • YES N
Mating of Multiple Units, Nadal Casket `—
Fasteners: ROOFS TYPE AND SIZE 1� �! PACING '� OIC
8NDWALLS TYPE AND SIZE -4 X�,.
FLOORS TYPE AND.SME�Sp CINC a� 0/C
ANCHORS;
Typo 3150 Wbrking'Load 4000 Working Load
He(ght of Uait: (Top of Founda on or Footer to•Bottom of Frame) _
Nuntbor of Framc-Tispacing S ",hf 0/C Angle of Strtp .6,
Numbcr of Over Roof ries: (If Requis A) //o �/ ,�,'v ��- t e'
Number of Side,traU Anchors ,� YZone Ir- z0oc III
Number of Conterlino Anchors . ��„ Number of Stabilizer Devices
Vents Requlred for Underpinning (1011,50 SF OF FLOOR AREA) Number
PLANS -4EVIEWED
CITY OF SANFORD
JUL-20-2006 01:21 PM CARRIAGECOYE
Date: „^/J
4073207195 P.04
Permit M.
Address:l yl h/g o oK le/ Cf S -f n fop 14271hicense N: .7: /y DOOG• C e
Contractor; ✓
Torque Tests
This will 0W* the oompfstlon of two (2) 30 probe Tads on the strove dsWbed tills;
s TEs'f - LACA110N rUTVALM
POCKET PMQTR0 ME'T'ER TEST
Signsture of Taster. l/ Dots:
Notaagr.
STATE OF FLORIDA
COUNTY OF '
� 41
forepoirtg bumettt t�vsa ectutowled8ed'*kxv me this
who is personally known too me or presented
' Florida' Iderltltk;stJon o 0 o�c to mai.
PMYLUS CAST;Z a
W2
1 SEAL.�acomr DowSig ry Erree 1211& -nog
6ondad tMu IWQ)432.4254.
FJ Notary Asan., Inc :
NOTE:
1. It On most slrkpent slso d aat try tM Stsls of Flortds. DepaMWt of Highway. Selly and Meter VvWoles an
I-MMO raled In Ilse ael up prsoedtres and eeled ss such
r The pocket Penebameler teat and this form.. ' . *hell not be nqulisd.
2. Additions. WWWIno. but not q 801440006. rooi•Overe end Ponfes 00 be Ines atandbq and sell supporting rtMt
only the Ileal'" allech" 1010 WWW unit unbu the added unit 1146 been designed W bi monied M the exlellnp unit.
of
PLANS . REV j ENVE
CITY OF SANFOR
h
r.FIQE PIS cNI.Y 4 6�-0yM�ax.
;C .
MAN WAI-A TYIP
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00000 �''� PUAQW9 PL*M . 1Meisls!t•
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
RICHAR 1 �AODEL 1101 Mr" SERI a et 1 '+ FOUNDATION YSTEIu v' '
r RE MODEL 1101"V" (STEPS 1-14)
MODEL 1101-L"V"L0NGffU/DINAL ONLY•
FOLLOW INSTRUCTIONS 1.10
w 55TAMP?-*
,ES: If the foilo*ng conditions occur - STOP! Contact Oliver Technologies
Pier height exceeds 48" b Length of home exceeds 76'c) Roof eaves exert t6". F
196' e) Roof Pitch greater than 4.37112 (20,degrees) t) Location is within 15f�0�fee~of'cb8�t..
ldMLLAT1oN of g&W PAN ''' • . .
2. Remove weeds and dgbris in an approximate two foot square to ex
3. Place ground pan (C) �6r pose firm soil for each ground pan (C) .
ectly, below chassis I-beam . Press or drive pan fir
mly SPECIAL NOTE: The $ngitudinal "V" brace system serves as a pier under the lh me ntoland untshou d blush eld adela any
other pier. it is reco"�' nded that after leveling piers, and one-half inch (121 before home is lowered completely on
to piers, complete iten-4 4 through 9 below.
IN LLATION OFLONGITU )IM 9XI gRaCE SYSTEM
OF INSTALLING 711E MODEL 1101-L"V" LONGITUDINAL ONLY,
I
FLOOR SECTION IS QUIRED. FOUR FOOT (41) GROUND ANCHOR MAY BE USED EXCEPT WHERE MANU PER
FACTURERS SPEC A DIFFERENCE. USE GROUND ANCHORS WITH DIAGONAL TIES AND
STABILIZER PLATE EVERY 6'4" ,VERTICAL TIES ARE ALSO IM REQUIRED ON HOMES SUPPLIED WRH
VERTICAL TIE CON CTION POS (PER FLORIDA REQ).
4. Select the correct squOre tube brace E len for set - u
( ) . 9 p (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 as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 125"ADJUSTABLE 1 -SON ADJUSTABLE
(Approx. 45 degrees Mak.) Tube Length Tube Length
7 3/4" to 25'22*
24 3/4" to 321/4"18"
3s" h AI"
5. Install (2)9f the 1.50 square tubes ( E (18" tube)) into the "U" bracket (J)
loose for final adjustment , insert carriage bolt and leave nut
3. Place Ream connector (F) loosley on the bottom flange of the I-beam.
,•
Slide the selected 1.t5" tube (E) into a 1.50" tube (E). and attach to I-beam connectors (F) and fasten loosely with
bolt and nut.
1• Repeat steps 6 through 7 to create the "1/" pattern of the square tubes loosely in place. NOTE: The angle is
not to exceed 45 degtee and not below 40 degrees,
'• After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4)1/4"-14 x 3/4" self -tapping s�xews in pre-
drilled holes.
�. install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructirins. All loads in
excess of 3,150 pounds at shear walls, columns,. and centerline, must have five foot
Of soil conditions, per`the state of Florida. (5') anchors installed regardless
PLARS REVIEWLU
NOTE: THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEITY
ED "Of
ALL )WORD)WORDSTABILIZER PLATES b FRAME TIES. ED FOR
'-• Selecttte correct square tube brace (H) length for set-up lateral transverse at support location. 'the -lengths -come in
either or 72" lengths, (Vlfitfl the I.50'%tube as the bottom tube, and the 125 tube as -the insetted tube.)
- Install the 1.50 tiransverse brace (H) to the ground pan connector (D) with bolt and nut.
SIIde 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 OLIVER TECHNOLOGIES, INC. Telephone: 931=79644
'1-800-284-7437 Fax: 931-796.8811
wwyr olhrertechnolooles.00m
' HUD approved Homes and Modular Housing
GENERAL lN8TRt1CT10NS-: IapexU5Sa5500u1JaawyueatsW4 V
1. All pads arc to be inslallcd fliit side dtnvn, rihlpcd side un J
77tc Crowd unda the pads should be leveled as smooth as possiblc•witl: all rcgtalion tchtovcd. Pads
to be placed on nalurat grade unit:ss otherwise pr.-taiticd by the local building authority.
3: Pier a pad spacing will be determined by t. hmanufactured homes' written sci-up instructions or any
local or stale codes,
4. Ilse open tills betweenn the ribbing on the upper side of the p. -ds may be filled with soil or sand after
installation to prevcat120y accumulation oruagnant water in the pads,
5. A pocket penetrometer may be used to determine the-ctuaj soil bearing vat•Uc Ifsoil-trsling
cgw'pmcnt is slot avuilaWc, use an assumed soil value of 1000 qn. / square kat: ,a '
6, All pad sizes shorn► .re nominal dimensions and ma
Y �'Y U
" p to I/S".
7. The maximum dclleclitap in a sins -1c, pad is 5/4measured rrom the highest point to the lowed poi(1C` �' :' �`'a'
or UG top race. (NOTE: Actual test results were less than 5/S" )
8. In Dost areas, a 6" dccp confined gravel base 41313110d iii well drained, non
-frost.stureptiblcsoil ,iv N;`,
rccommapdcd.
9. Pad loads arts the =me when using single slack or double stack blacks.
10. 77nc maximum load at any intermediate soil value may be determined as the .fie ��t ofxry� ncpa
low r a nJ next highcrIsoil value given in the table below.
11. Any eon aguration (see reverse side) may be used to replace a home manuf_clurcr'^n commended
concrete or wood baselpad, :, '
12. I f the haat manufadtuu shows soil densities ;rc;p r than 30004b. %Ajen. sig ABS pads, do not cxca d
3000 Ib- soil pier spacings per set up m;ulual..
Pad Sire Pad Arca 100016 11: L,_-\
16"4.22-
5' 6"
25G . in.
1780 His.
3560 tbs.
jVVV to, Quit
5777 Ilr.
16i"238
g•0•,
sq. in.
2000 lbs.
4000 lbs.
6000 lbs.
13"33S
sq. in.
2375 lbs.
4750 tbs.
'r 6400 lbs.
111.5"
342 sq. in.
2375 tbs.
4750 lbs.
71.00 tbs.
OVAL
36,0 s , in.
2500 lbs,
5000 tbs,7500
500 lbs.
ZO•'•100
st . in.
2750 tbs,
5500 Ibc.
lbs. •
3250 tbs.
OVAL 17.5"x 25.5'
•132 . in.
7000 lbs.
6000 lbs.
24" x 2•i•'
576 so. in.
4000 lbs.
S000 lbs.
8000 Ibs.
26" x 26"
676 sq. in.
4800 lbs.
9600 lbs. •
9600 lbs..7-
34" x 22"
7.13 sq. in.
5000 tbs.
10000 tbs. •
10000 lbs.'•
35" x 25.5"
350 so. in.
6000 His,
1 12000 lbs. •
..
t2000 tbs.
• Cnncrclr_ lilorl•�.�.
.•..1.. •.:_� ... vnnn _
- - - - - - . -- i -• ••••• r..•..\w, ww PVu,193 ano nlgncr must be double blocked.
13. AL"AMA ONLY. The IV x 16" {p/! 1055•!0, tA.S"max 18 5't.lA!! (0557, 20" x 20"
1D11 1055-7, 17" s 22" IDIII055-1G, 17.5" ' 23.5" 1D11 1055-171arc.tlwonly pads aopFovcd in the state
or Alabarun, and suust not have-mto 3N
ore'[ " deflection. Sec chart,below%for dct'fit$ on correct
itsstallatiou in Alabama. • :. "
Note I : For AWL2t11a only: 1i l= scltillg in soil capacities over 1000, lbs psf; the block (CMU)
�:onftguration shown in this drawing is required on thi; 20" x 20" (ID 9 1055-7)'and•thc.18.5" x 18.5" (ll
1055-9) liad&
Gamplc: l6' x $0, section
' VArt C1717
ad
5' 6"
" Pad
7.0"
M72"
ad
TG"
Pad
g•0•,
ad
g• 0••
C.R. Caudel, P.1
Sr. Rep
istcrcd Engine
Product Testing, Int
Revised 12/27800,
PUAIIS REVD �'dEn .
CITY • OF - SANFORD
SINGLE SECTION ALL
WIDTHS UP TO 76'
DOUBLI= WIDES ALL
WIDTH S UP TO 76'
Recommendations: It is recommended that cygerns De 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 / 4 = LENGTH OF THE HOUSE (FLOOR) DIVIDED BY 4.
K3—= LOCATION OF ASF MODEL 1101'V" (LATERAL & LONGITUDINAL
BRACING).
= LOCATION OF MODEL 1101-Lnr (LONGITUDINAL BRACING ONLY).
3— = LOCATION .OF MODEL 1101 "V' (TRANSVERSE ARM ONLY).
Note: When installing the model 1101-L "V' brace for longitudinal protection
only, 2 longitudinal systems (without lateral ann) are all that is required on a
single section house.
H - Transverse ann
rV P.M
ooa«n c15
m brae 1 -been
casrectors
E - "e Brace Tube
TIP (125
Boutin ps.
TRIPLE WIDES ALL
WIDTHS UP TO 76'
ModeW 1101 `V" Transverse Only
PATENT PENDING
C = GROUND PAN
D = GROUND PAN CONNECTOR
U BRACKETS
E = TELESCOPING V BRACE
TUBE ASSEMBLY W 1.5 BOT
TOM 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
wwwro se connectors Fbrida approvod 4' ground anchme
nw be used In al Jamlons except
J - ground Pan C - Ground Panebads exceed 3150 be.
V Bra" 5' Ground anchors nisi be used
"beer bads exceed 3150 los. regard.
Isss of sol condllons per go state of
Florida. Sidewall connector sparing
can W exceed 5' 4 on caam .
REVISED INSTRUCTIONS 2/20/02
MM"AA DIVISION 0 OUVER TECHNOLOGIES,11 Y INC. Telephone: 931-786-4555
1-800-284 7437� Fax: 931-796-611
PLANS IRE V I L vn �.1%olvertechnologies,ann
CITY OF SANFORD