IPoe EngineeringP0 Box 316, Walnut, MS 38683

(901) 262-2548

-

March9, 2011

Re. Structural inspection at 10254 Shea Woods

It was requested that we inspect the referenced residence where cracks have formed in the

brick veneer sad sheetrock at various locations. The pu±pose for our inspection was to

determine the cause ofthe cracks and develop a repair protocoL

During our inspection on 3/01/11, we observed the following:

1. The residence is supported by a block slab with approximately four feet of

backfill placed under•the slab along the front.

2. There were cracks observed in the brick veneer on either side ofthe front

entrance. (See photos 1 and 2)3. Cracks were observed in the sheetrock adjacent to the entry hail. (See photo 3)4. Cracks were observed tile floors ofthe master bathroom. (See photo 5-7) Cracks

in the sheet rock were observed inside the master bathroom (See photo 4) andmaster bathroom closet. (See photo 8)

5. There were cracks observed in the brick veneer along the south wall ofthe

exercise room. (See photos 9 and 10) Cracks were also observed lathe ceiling ofthe exercise room.

6. Cracks were observed In the brick veneer around the garage. (See photo 13 & 14)7. In the vaulted ceiling ofthe den, cracks were observed. (See photos 11 and 12)

There are 2x8 rafters and ceilingjoists spaced at 16" o.c. over the vaulted area.

(See photo 15)

Based on our visual inspection, it is our opinion that the cracks ii the brick veneer andsheet rock were primarily caused by settlement in the soil supporting the foundation

around the front entrance, south side and around the garage.

It is our opinion that piers/pilings should be installed per the aftached sketch down to a

depth, that each piling will support apoint load of8000 lbs. Acon'tractor experienced in

this type ofrepair should be contacted to provide an estimate.-.

Once the foundation has been stabilized, the cracks in the brick veneer and sheet rock can

be repaired.

MMB000I

There is no immediate danger to the structural integrity ofthe residence but ifthe

foundation is not stabilized, the cracking will most likely continue.

The cracking in the vaulted den was caused by pressure from the chimney that extends

out over the roofframing. The load on the rafters is transferred to the ceiling joists whichin turn cause the sheetrock to deflect slightly causing the cracks to form.

It is our opinion that three, vaulted 2x8 ceilingjoists should be doubled and the top ofthe

joists be plated with 7/16" thick OSB to spread the load Out oVer the joists. We also

recommend that three ofthe rafters be doubled to help support the chimney load. (Seedetail on photo 15)

While we cannot guarantee that no additional minor cosmeti.c cracking will occur in the

future, it is our opinion that once the repairs noted above have been completed, noadditional structural repairs will be needed in the repaired areasas long as surface

drainage is not allowed to flow against the foundation and normal maintenance to the

residence is kept up.

This report is based on a diligent visual inspection ofthe referenced areas. No

geotechnical testing or destmctivc testing were requested or required for this report. A

complete structural assessmeit ofthe residence was not included with this evaluation.

The Engineer shall have no liability to the Homeowners or to others for the acts or

omissions ofthe Contractor or any other Persons-performing work on the project, or

failure ofthe Contractor to carry out the work in accordance with this letter, except where

specifically inspected and approvedby the Engineer and discovery ofdefect is possiblewithin the normal ability or standard ofcare for the industry.

Ifthere are questions regarding this letter, please contact our finn.

Sincerely,

Kevin M. Poe, TN P.E. # 1.9211

President

Poe Engineering, Inc. .k '. _..

. 4T0 12%.e'•eqG

Op ri

MMB0002

MMB0003

Photo 1 Crack in the brick veneer adjacent to the main entrance

Photo 2 Cracks in the brick veneer on right side ofmain entrance.

MMB0004

Photo 3 Cracked in sheet rock at corner ofarched opening along the eniry hail

Photo 4 Crack in sheet rock walls inside master bathroom.

MMB0005

Photo 5 Cracks in tile floor inside master bathroom

Photo 6 Cracks in tile inside master bathroom shower.

MMB0006

Photo 7 Cracks in the tile floors inside master bathroom..

Photo 8 Crack in sheetrock inside master bathroom closet

MMB0007

Photo 9 Crack in brick veneer on south wall of exercise room.

Photo 10 Crack in brick veneer above master bathroom.

MMB0008

Photo 11 Crack in sheetrock ofvaulted ceiling in den.

Photo 12 Sheetrock crack in vaulted ceiling ofden

Photo 13 Cracks in brick veneer on south side ofgarage.

MMB0009

Photo 14 Crack in brick veneer above garage door.

.Photo 15 Attic view ofthe framing supporting vaulted area ofden. Double 2x8's as

shown and add 7/16" OSB to top ofvaultedjoists as shown. Attach OSB

with glue and 8d nails spaced at 6" o.c.

MMBOO1 0

FO(JIDA..TION OFFICE: 901 388 0668

\ : 1(877)388 0668

- (•)j_______

M&R FOUNDATION REPAIR LLC OF MEMPHIS,ThT hereinafter called CONTRACTOR, enters into this agreement with:

hereinafter called OWNER, to perform and provide materials, labor

and equipment for this work ,the structure are located at 10254 SHEA WOODS DR. COLLIERVILLE TN

on this day(ESTIMATE) MAR/29/2011 (JOB) owner initials JOB#

cell 901-870-1975 home other

ori. (.) 1 P__

•

20 EXTERIOR PIERS $ 800.00 PER PIER TOTAL $16,000.0010 INTERIOR PIERS $ 850.00 PER PIER TOTAL $ 8,500.002 OPTIONAL PIERS $ 800.00 PER PIER TOTAL $ 1,600.00

JACK PAD $ PER PIER TOTAL $

SEGMENTAL CONCRETE PUSH PIERS SYSTEMT T L $

HAVE LIFE TIME TRANSFERABLE WARRANTY

SQUARE FEET $ SQUARE FOOT $ DISCOUNT TOTAL $____________

_______LINEAR FEET OF JOIST REPLACEMENT $ LINEAR FOOT TOTAL $____________

_______LINEAR FEET OF BEAM REPLACEMENT $ LINEAR FOOT TOTAL $_____________

_______LINEAR FEET OF SILL REPLACEMENT $ LINEAR FOOT TOTAL $_____________

_______LINEAR FEET OF RIM REPLACEMENT $ LINEAR FOOT TOTAL $____________

OTHER_____________________________________________ TOTAL $____________

WARRANTY.8 MONTHS EXTENDEDWARRANTY___________ TOTAL$_________

CHOOSE: ADJUSTABLE SYSTEM OR BLOCK SYSTEM TOTAL $_____________

LINEAR FEET OF FRENCH DRAINAGE $ LINEAR FOOT TOTAL $

LINEAR FEET OF DOWNSPOUT DRAINAGE$ LINEAR FOOT TOTAL

TOTAL $_____________

ADDENDUM

____________________________________________TOTAL $___________

OWNER AND CONTRACTOR AGREE. TOTAL COST FOR THE REPAIR PLAN IS US$

TO BE PAID AS FOLLOWS 135$ 50 % DUE AT COMMENCEMENT

uss 50 % BALANCE DUE UPON COMPLETION

COMPANY REPRESENTATIVE

MMBOO1 •1

TOLL FREE 18773880668

MEMPHIS 901 388 0668

CU5TOMER NAME: EMAIL:

JOB SITE 10254 SHEAWOODS DR. COLUERVILLE TN

H.PHONE: C.PHONE: 901-870-1975 OThEE:

JOB #: ETIMATOR: MARIO RIVASI E.DATE: MARCHI29I2OII JOB DATE:

SLAB_X_ CV STORY 2 1/4_ BRCK_X_STONE__ WOOD SIDING__(JS -

WORK:

19 18 17

16

15

20

8

ji 1tI lu M i'i i;14

GARAGE

31

7532

LdL

•2$

4/C L

V -

.- ,..-

LiLi 1)

-5/8W•-318 ...-.

LI_ 4!-

: . .

-518 -112 118XE +j

!:_..:.:•

•

.• .. . 19

- -. .

Ti.

-m

-3/8-'

.314 28 +118-

I/l-

136

6 [ I[._1 -T--

j •'24

-

4-1/4 12

314I "22 26

:::

:.

13 7 8

THE MAXIMUM AREA OF INFLUENCE OF EACH PIER IN 2 STORY HOUSES ISO F.

• EXtERIOR PIER WALL CRACK V WINDOWGAP EI.ECTRICIF( I FRENCH DRAINAGE

S INTERIOR PIER SLAG CRACK V DOOR GAP W WATER FE REFERENCE POINT

0 JACKPAD CEIIJNGCRACK VGA? 4/C UNIT -1/4COMPULEVELREADINGS1) OPTIONAL PIER FIRE PLACE : GAS @SUMPEJMP WALLCRACK 2 FLOOR

GEAM UNEVEN DOOR 2 FLOOR

UNEVEN DOOR

MMBOOI 2

C-

MMBOOI3

OfTh(12 ?1H- c 2

14il)Or COt L.

j 02'

•f 5 frAr. A&-)

V -i ))&)II

13: 57 S16532Ø72 TULL GLASS INC PAGE flI I1i

HYLM1DER CONCR1TE CONSTJCIO3

P0B0X375

LA GRANGE, TN 38046

901-496-4131

901-878-1921

JtJN 18,2008

1fii A! m

FOTJNDATIONTJ13OR

4651 SQUA EFEP@$L00PER FOOT $4,651.00

INVOICE TOTAL $465L0O

MMBOOI 4

i@B 1O:1@ 9@18532@72 lULL GLiSS INC PAGE @1/Ri

HYLANDE1t CONCRETE CON$TRUCTJQNP 0 BOX 375

LAGRANG1, TN 88046

901-496-4131

901-878-1921

JUNE 11, 2008

LOP 24 HARTWElL

::)fI,j4

1861 BLOQES@ $1.25 2,826.25

CONCRETE PUMP 350.00

BLOdK LABOR 500.00 1

I VOICE TOTAL $3,176.25

MMBOO15

LNDEr CONCT CONSTRJCTiON

POOX3Th

La CATGE TN 38046

90:t878492i

9OL496.413i

LOT 34

SHEA WOODS DR

FOOTING LABOR

4651 SQUARE FEET@ $O5O PER FOOT

TOTAL INVOICE

1d dovi

M'- /1a

/4O_& 533

$2,325.00

MMBOO1 6

I18J2006 14:40 901-384-6170 PAGE 111

Foundatgon EngineeringManagement, nc.

1138 Hall Dr.

Somerville, TN 38068-4586

Bill To

Invoice

Date Invoice#

6/18/2008 16575

Terms

Due on receipt

Description Amount

Block Foundation Inspection (2 trips)-Lot 34, Hartwell; 10254 Shea Woods 320.00

Drive

***please veriir that the lot number and address are correct and faxbackto (901)384-6170 or return with payment. We must have this information before letter

sent ouL***

Please pay promptly. A late fee will be assessed ifpayment is not 10 al

received within 30 days. $320.00

By payment ofthis invoice you acknowledge that the service provided is for a visual

inspection ofthe foundation consirticlion and does not include the actual design ofthe

foundation ortesling or approval ofthe soilupon which the foundation is built

Phone# Fax#

(901) 386-2275 (901) 384-6170

MMBOOI7

4ciNI i. c&i- m tpP&c-r

•

•

LE'J -I JJ c-i•_-

I9LL54

MMBOO18

.-:. ••••'•':.. :..- .

-

.- -.....

.-

-- ±.__=__..__ -' -- -: .-._. ___ _..... .....

1. :. 7 ":_..

- 4 -

.

..

. :. -Pi--UJE 901 In1

-.

-

'. FXX 901-386 877&.

-

•

. .....•.. . .

. :. ..... .. . . ..

4-_•-

tT1. d. .1 34010 06/17/08 136169

. -- . - -' - -

--.

F I.

P L- 4.f r

-

... f

1 j

--

1-

94?%'t

F -

pc

r- I -

£

T o .. ,.o-

-

...........;•5. . :. •.: :. -; .......;.f:•-

1

ç.. \; .- k iN_1mD.•-

ôt- lOECTjdCJJSTOQIbTJ SL T*.ç..

''--, Jf14 odoil3TE,- - jç, cjpi jjjc QsAtiNT.

'

35 35OjY PSI.. IEJITIiFI OCIC 2: 99 0O c( 7O)O-

93000

EN -1 ENVIIO1 NTM7CTiZRE1 tZ ?'

J /-1i 'O0 oâ --r -ss oo

u?tS FTJE1J4SUICH GE1-. 'i Ôè '--. is

-

st-- 4

-

.

-

-

7

;.1c838737 .fI83 74)83845.

•.. .....

b1':ç)-...I,

F

11T-.ç •

.:

Twke€ i_&-p

k

"4 .IF --I'

II...

F

9 82,:892007&48 31 19~ 34j. ?o3'-, ?89F-

F i L

I

N2NGEI C2 2½IE PO8ED HflASTDAY?O8 1TMQ H ON -B f CE HZT,-

DTThL-?r fr

Fl

I -

- 3t-

- I IF.

--

{' FI L.4 -

-

j Ij1 f-

' '-F r I 4 F

- F- .1- I

It-/ FF4

I.

-

FrT _/ F

'F ç F.

-

1!-

k -, Z -

7I- ,;-ij r'i i$ .

'

•1 F I;-.-

F

I ...I .

-

'cLL I 1

-

, t- -

.

I

I•

'•l '1

c

•

.-•

JpTAEAwTiTY I itJijLES VOlZiOTh ---

;- -

r-

4. ..--

-

-

-j-- -1. I-

l-,_

-

-

--•

- I)

MMBOOI9

f JER] - IIfOICE TpTAL

1361G9 IL

7811 38

-F l ..

-- -

'7 -

71

I-'

-- -

----_ -

.-

-

- -

c- -

-

-- -

P -iOi"E90t -386 9Ii

-

-.

- -

- '--J 901 386

.4

-

S •i i•

I

P-

-

..• ,-1 -

•..:.•••

- '-

. .' -

-

4

-

i

i;

-

ç

3i______ j4_____

; :-- 17-- 4 34O10O01.

______

;' T'- Ibt [is4i P8ic odup'

)6/09 PI/EIL OO qy 7G00 ]L60o',

D6'0.9 RETE1 i1:.j. -

)6/09 if EIV 4?

tj. Z90 a."ç go

)6J0p FUEL JEL SURCIkE, -'-.- 2 00 a 1500 - - -30 00

-

-

k - -' 4 - -

p'- .- 1- -'

-.. -k . .- 4.4 .

........1 e-

-

4 .-.. -c '..

838626 r3 621- - ) ---:i.-

>,.;:' -

-

\4 --

-

4,:'3-'

FNP.NCE CHZR S R3'i?OSTEDHE LAT DAY i.OF E H MOI'. BAL I'ICE.ON THAT'-

.

-

:-

c -

* j' 44-

-

4

I- - )

'J-

.. (-

L - ip-.-

•-

\9

'1- -

-

$4-

- r_4 •

- 1 -\-

.4-.. 4-

3- .. ,, '_- ç .' 4i -' &' 1 A

' --

-

iç c1

' '- - ?-

_

-.' -'

r

-.

-.....i-'

t-- 'i

-

1j-

-

'J -It4

t 4$ 4p

-

--

i y

-

-S

-

P I

39.•'• ç_t t-

-

.D

•.. j1' -U. ._IL1 ?"-

34.4 '4 'c

- -

-'

t-

STATE IIOCAT4 T.c& 9'5QRjEVIITTO MEMHJS 4RE yqix

-

-. T0TALQUANntI-'- SflB KSSA1'CAXtOTAt! o1iAL$PG BOX21217

'

'- '- "--

'3''rM '-1RTMh-Fc L2720Ov i126 -...r -...v- ..-.-p'-. .. .4 ,:- u .

I-

-

-.

3 - S..-

-_

-'

.3 4

3 1 -

TO INUflE PROPEB CREDITT0 (OLJR ACCOUNT

PLEP4SE RETURN THIS tEMiTANCE COPY WITh PATrIET

,I' -j3-

-34010

.

-

-.--_.'.; -, -:--.c .t_ •

.1.r'.'J-.

-.

-

.

.

.. -

MMBOO2O

cq9 otRr

L__ 34010 f 06/09/98 135884

V0ICEWUWBg1I- r1IWIQIGE O 3

- -.

/--!:- •.-Y'-: ;---:

13588_4_ '

L 389 66'

:-:..L--

'.--;:-.•4

-. ...'-'- -: -_-

'-4

)-

a.

-

-

-

-- - - ' ' '-

L&a Z'-

- - '-

;P! Or'E901 385 891k

12

-

-

FAY9Q -386 8776Li L -

.-

________________________

r-

-

-

-

- - - -3__________________________________________________________________________

IC

1

T 4

I. f.. -

-

C-t P -

-

'. -I.

•

,.. 0-.

"r' ..&.!•-

:'-

..

-

:1.

- .. ..-.' .... ..

•

..... \. ..................1.......7. -. •. -....-.' :. -._ .

..•"-.'-. * -- c.,.s.S ................

.-

1--

I

S.

'..(

J 4 h.

-

i_-

/

a.

-

I .

-

-

NET 30 )2YS FROM IahTOICE I5ATEa PaqeNi1nther

L

340L0

I

IE4 ft4CE'rÔTJL ;-TL

I;-2 ...

Cl...-

____________________

::;.: ;..-..: '

:\.. -:::: .

S... S..

MMBOO2I

iOtUA11Tj. SUBj0jAL ti$r *t

-.

...........- .-.....

I

.

£ .

-

L 4 -

4do 0 jj $., 900 OO -2 5 . j6 8 2

34010 J 05/19/08 135151

/ V V

. \A/Q-frr 91J° 1.)f

,••° ObJfl ot fltLCii3tttt V

APPLICATION FOR

f 500 Poplar View l'kwy. BUILDINGCollierville,TN 38017

.

Phone (901)457-2310 PERMIT

~!B.OPER1Y1ITNO ,,y /jF1X 1901) 457-232 V.

______ ______________CONTRACTOR TIC. NO. __________ COLL BUS. LIC.___________

ADDRESS /'/ /-5s 2)e LOT NO. SUB. DI V

NOTE: Fill in the following information as accurately and completely as possible. This application is not acceptable unless all required information is furnished

CHECK ONE: Qew Construction C] Alteration U Change in use UAddition'

U Proposed UseV

O No of Stories c2. U Fire District C] Height in Feet____________________

C] Pool C] Vinyl C] Gunite C] Above Ground C] Fiberglass

Total AreaOccupied by building Percentage of Lot Covered

FEES AREAS GENERAL

3 V L?A/IjOUsó & Occupancy

V 1st Floor

2nd FloorBuilding5 L1_. Plans Review Fee 3rd Floor

$ 01 Pool 4th Floor

An. Garage_______________Demolish

___________________Curb Cut ______________________

Porchs

_______________________Fire Dcv. Fee __________________________

Balconies

_______________________Hist Pres: Fee __________________________

Other

_______________________Alt: Trans: FeeV

V Fire Plan Review FeeV V

TOTAL FEE ___________________Thtal Square Ft.

V Zoning District

'/0' Front Yd. Setback

LVD' Rear Yd. Setback

.5/

Right Side Yd. Setback

.2) /Left Side Setback

___________________Bath or Rest Rms.

- .5 Bed Rooms

Rooms________________________Total4S

-

Water Heater

_______________________Heating

Fireplace/ Chimney

Foundation: C] Joist Slab

$ 1$, 0 1 TOTAL .

V REC.NO. CHECK NO.O 4' ATE PAID _V V

NOTE: Issuance ofPermit SHALLNOT be held to permit or to be an approval of the Violation !f any provision of any Thwn code or State Law.

ESTMATIffBUILhINGVALUE$_

Q(2 _

(not Including property)

In making application for a building permit, the applicant states that the information given is, to the best of his knowledge, true and accurate. It is understood and agreed by the

applicant that any eior, misstatement or misrepresentation of fact, either with or without intention on his part, such as might, if unknown cause a refusal of this application or anyalteration or change in plans made without the approval of the building official subsequent to the issuance of the building permit, shall constitute sufficient grounds for the

revocation of such permit. V

V

V

CALL FOR FOLLOWING INSPECTIONS (when ready): Site Footing, Posthole, Slab, Floor Joist, Framing, Deep Seal, Brick Tie, Strapping, Fire Protection, Rough.lnPlumbing,VRollgh-ln Electrical, Final Plumbing, Final Electrical, Curb Ciii, Sidewalk, Rough-In Gas, Gas Final, Mech. Temp., Mech. Final, Certificate of Occupancy.

V FOR INSPECTIONS CALL: 853-3272.

APPLICANT' 'iime Osiher - Builder.

PERMIT VOID: If construction not begun within six (6) month,Jtorn date permit issu'ed: if more than one (1) year elapses between inspections: if

incorrect information is given on application for permit. 0

€-c fi- 5pc LC r nishReolevationI undationSey Required 8

V

j'Seismic Construètion RequiredPlans Approved By: V

V3res Required

V

44odeI Energy V

Fire Marshall______________________________________________________

Engineering

Planning Dept. iVV

.rI_ CVWVaV

BUILDING PERMIT ISS D

DATE I SIGNED_______________dufldiag Offloizi or Plans Examincr

MMBOO22

VV.Vr:. I .rJ,. T..a-tV,..

a rrn-j -rI f .VTVF £

DATE& TIME_

qt -iALLEDB __

TIME READY .. REC'DYTh- TOWN OF COLLIERVLLE BUILEflNG DEPARTMENT

'> 500 POPLAR VIEW PKWY. BUILDING DEPARTMENT" COLLIERVILLE, TN 38017 PHONE (901) 457-2310

FAX (901) 457-2329

NSPECT1ON TAG

_______•ADIDRESS:_1c4 1Jjd 0

SUBDMSION: .,

Approved; Aefused :. 1e-Insp________________

Site.

Foundation ( )..

Sewer.

______ ______________-______

Roughin Plumbing.

:. .

.

.

Bricc lie ;•r•

5

Ftaming

_________

_____ _____ ___________

S

TopOut-

-

____

Mechanical Temp.. •. .i: .... ....-

-, -

Abugh-inElectrical .

Rough-in Gas________

_______ _________________

-T_______

Temp. Final( ) L_______

--_______

.

-S.-

Final Plumbing_________

.

.

.

Final ElectricalS

.

.

Final Gas________

Mechanical FirI_________

_______

BuiIdingF1naL________

[Of 0ccupanTh________

)<_______

...

_________________

-

_______

-APPROVAL O INSPECTION IN NO WAYAPPROVES ANY

VIOLATION OF CITY OR STATE ORDINANCE OR LAW..

INSPT0R'S slGNATuR":A cQDATE __ 2./'o4

S

_________

TIME_

Ya.f f

S MMBOO23

Town of Collierville Building Department Engineered

Footing/Foundation Form. Letter

Lot ' ] Stibdivision

34 _j HartweH

-

10254 Shea Woods Drive

This Is to certify that this firm made a pro-pour inspection of the foundation system at the above location, andthat, to the best of my knowledge and belief, said foundation has been built in substzritial conformance withthe provisions of the minimum design uiteila of the 1999 Sthndani building Code, Proper grading and drainageis to be constructed and maintained in the immediate area of the foundation.

This project Seismic Design Category = C with Av©.199

Tile following conditions were observed. No subsoil Investigation was made by this firm. Visual observation only.

footing is supported on soil that is believed to be undisturbed and/or copable of supporting the intendedload.OR

0 The footing is supported on properly compacted fill ground or is designed to support the intended load.

The footing is reinforced with lines of # .j.. horizontal reinforcing steel.

Number L rebai-s are placed on .q&.. inth centers.

Tetmite Treatment was performed by Allied

Ll Post-holes or grade beams were Installed per requirements of the Stendard Building Code.

lI The slab subgracle was covered with a vapor barrier.

(1 Welded relnforciing wit-a 6x6 10/10 was placed over the slab area.

OR

0 Fiberrnesh concrete was used.

i Finish floor 10 Indies, minimum, above the exterior perimeter grades.

This Inspection was perfol-med II AM 0 PM on fiL17/20J1

The weather conditions were degrees P +1- and lclear 0 cloudy 0 seining

0 snowing 0 other____________

The concrete slab was poured as a Omonolithic slab LJwith brick iedcie.

Foundation Engineeering Management, Inc.

1138 Hall Drive

Somerville, TN 38O66-456

(901) 386-2275

BuiIdri MOco Murphy 5uitdei P.coffl #: 705

MMBOO24

/

/

', AcFFC

I"I

1. THE SURVEY WAS DONE UNDER THE AUTHORITY OF EASEMENTS SHO'AN ARE FROM THE RE CORDED

TCA 62-18-126; AI5 SUBDIVISION PLATS AND/OR OTHER DOCUMENTS.

/ 2. THE SURVEY IS NOT A GENERAL PROPERTY SURVEY THE SURVEYOR DOES NOT WARRANT THAT NO OTHER

/ /AS DEE I NED UNDER RULE 0820-3-07. EASEMENTS EXIST.

Foundation Suey of Lot 34

ACFFC HARTWELL

SUBDIVISION

/ Collierville, Shelby County, Tennessee

Forms for a concrete foundatIon are located as shown

I hereby that thIs has beenabove. certify survey mode

.5

using the noted recorded plot and. that there are no

visible encroaclenents or projections observed, except DATE: MAY 28, 2008

/Q

/N.'\' N'N

as shown, and that this survey is correct to the bestSCALE r = 30'

35 of my knowledge and belief.PT BOOK 233, PAGE 28

l'rnE:

This survey prepared for Mortgage Loon purposes only.

TI A T5T7IIT TIC1 O_ A C'SC'rr1TA rt11'C T5%Tr'/tw

-

".. XLUr.J1rjX,, 2i1J C UL.1Jj,D, 11Th.

- ?/ ;./P\\ '%,j SURVEYING - PLANNING - ENGINEERING

3460 RIDGE MEADOW PARKWAY

'N. MEMPHIS, TENNESSEE 38115-4000

/° d-\(901)

36o)

/

tJt.1

/S

V FENCE4.0' N.

VDRAWN BY: BLRLE k\drawings\fdn\J)ortwell\hw34.dwg

-

VV

/MITE:

THIS LOT HAS A kIlN. F.F.E. OF 315.0-

-.

/. 30 SETBACK

-

-Y---___

OLD WIRE FENCE

49

-----

LO0)

c'

FENCE

0.9' S.

IRF

,'..

3/26/09 94R AM rA Jn J')

A. U.S. Department of Housingand Urban Development

Settlement Statement

B. Typo of Loan

-

i. jj FHA 2. (1 FMHA 3. (. I Cony. Unins.

4.( JVA 5.f jConv. Ins.

6. FIle Number

20095772

7. Loan Number

2255569

8. Mortgage Ins. Case No.

C. Note: ThIs form Is furnished to give you a statement of actual settiement costs. Amounts paid to and by the settlementegent ore shown. Items marked ("POC) ware paid outside the closing: they era shown here for informationpurposes and are not included in the totals.

0. Name of Borrower: Robert .1. DeiPriore

B. Name of Seller:

F. Name of Lender: First Tennessee Bank National Association, and/or First Horizon, ISAQA, P.O.

Box25222. Ft. Worth, TX 76124

First Tennessee Bank National Association, and/or First Horizon, ISAOA, P.O.Box 25222, Ft. Worth, TX 78124

0. Proporty Location: Lot 34, Hartweii Subdivision

10254 Shea Woods Drive. Coliierviile, TN 38017

H. Settlement Agent: Stewart Title of Memphis, inc. (901) 755-1000

Place of Settlement: 261 Germantown Bend Covo, Cordova, TN 38018

I. Settlement Date: 3/26/2009 Proration Data: 3/26/2009

100. Gross amount due from borrower- 460. -

Gross amount due to seller:

101. Contract saies price 771,404.84 401. Contract sales price 771,404.64102. Pereonai property

_____________

402. Personal property

103. Setliement charges to borrower (line 1400) 9,739.89 403.

______________

104.___________

404.

105.

____________________

106. City/town taxes

__________________

. City/town taxes

______

107. County taxes

____________

. County taxes-

_____________

8. Assessments . Assessments

9. HomeOwner Associati 3/26/2009 10 4/1/2009 9.88 - HomeOwner Associsti 3/26/2009 to 4/1/2009 9.86

0._______________

411._____________________________________

2.

___________

412.

___________

20. Gross amount due from borrower: 181,154.39 420. Gross amount clue to seller: 771,414.50

ijic __ 1/)-*, i

1. Deposit or esmast money 48,804.64 501. Excess daposit(sea instructions)

2. Principal amount of new loan(s) 400,590.00 502. Settlement charges to seliar (line 1400)

______________

7,974.05

3. ExIsting loan(s) taken subject to 503. Existing loan(s) taken sub)ect to

4.

______________

504. Payoff of first mortgage loan First Tennessee Bank

_______________

624,080.04

5. Baiance from HELOC

_____________

219.509,30 505. Payoff of second mortgage loan______________

6. 500. Deposit or earnest money 48,904.64____________________________________________

_____________

507. 2008 cltyTexes 500.84______________________________________ ___________

508. Fob.& March HOA Dues 100.00____________________________________________

_____________

2008 County Taxes 1,600.35

4 sJf$ y'iidj'________________________________

City/town taxes 1/1/2009 to 3/26/2009 115.14 . City/town taxes 1/1/2009 to 3/26/2009 115.14

County taxes 1/1/2009 to 3/26/2009 362.86 . County taxes 1/1/2009 to 3/26/2009 362.86

Assessments . Assessments______________

_____________

514.____________

___________

220. Total paid by!for borrower: 669,481.94 520. Total reduction in amount due seller: 683.637.82

fra/p___ji a/jji

201. Gross amount due from borower(iine 120) 781,154.39 601. Gross amount due to seiier (iine 420) 771,414.50

302. Less amount paid by/for borrower (line 220) 669.481,94 602. Less total reduction In amount due seiier(ilne 520) 683,637.92

303. CASH (X)FROM ØTO BORROWER 111,672.45 603. CASH OFROM (X)TO SELLER 67,776.58

MMBOO26

700. Total sales/broker commission based on : $771,404.64 @ 1.0000% = $7,714.05 Paid From

Borrower's

Funds at

Settlement

_______

Paid From

Seller's

Funds st

Settlement

Division of commission (line 700) as follows:

701. $7,714.05 to Walnut Grove Realtors

•

• Commission paid at settlement $7,714.05_____________

7,714.05

• Administration Fee_____________ _____________

• Administrative Fee

41 44)l

• Loan origination fee

2. Loan discount

3. Appraisal fee

_____________ _____________

_____________

4. Credit report

_____________

_____________ _____________

6. Lender's inspection fee______________ _____________

6. Mortgage insurance application fee_____________ _____________

7. Assumption fee______________ _____________

8. UnderwrIting Fee

9. Tax Service Fee to First Tennessee Bank National Association, snd/o

______________

90.00

_____________

8 0. Flood Certification Fee to First Tennessee Bank 24.00

_____________

Courier Fee

_____________

2. Future Release to First Tennessee Bank

___________

12.00

___________

3. Loan Fee to First Tennessee Bank 500.00______________

814. YIeld Spread Premium____________

i00J' Itemsrecqreffbydepder'to 6epai4ilnavspd4 t#) ,'iplU '$iZ 5'li 4. iY!'____________

901. interest from

902. Mortgage insurance premium for

____________ ____________

903. Hazard insurance premium for 1 year to IJSAA Insurance

_____________

2,329.07

_____________

904. Flood Insurance

_____________

905. VA Funding Fee

______________ ______________

____________

1000 Rti&tVesdep'b1)ed w)tfl' /&? et'L

-

____________

1001. Hazard insurance_____________ _____________

1002. Mortgage Insurance____________ ____________

1003. City property taxes______________ ______________

1004. County property taxes_____________ _____________

1005. Annual assessments (maint.)______________

______________

1005. Flood Insurance_____________ _____________

1007._____________ _____________

1000._____________ _____________

1009. Aggregate Adjustment ____________ ____________

It0O .ffitl charges , 4lWj

1101. Settlement or closing fee to Stewart Title of Memphis, Inc. 300.00______________

1102. Abstract or title search to Stewart Title of Tennessee______________

50.00

1103. Title examinatIon___________

___________

1104. TItle Insurance binder____________

____________

1105. Document preparation to Stewart Title of Memphis, Inc. 300.00____________

1106. Nolary fees____________

____________

1107. Attorney's fees to_____________ _____________

includes above items no.:_____________ _____________

1106. Title Insurance to Stewart Title Guaranty / Stewart Title of Memphis, 2,786.25_____________

includes ebove Items no.: •*Ovner's Coverage Optlonal** _____________ _____________

1109. Lender's coverage $400,590.00 $1,374.50____________

____________

1110. Owner's coverage $771,404.64 $1,411.75____________

1111. ClosIng Fee to StewartTitlo of Memphis, inc._____________

100.00

1112. Document Prep. Fee to StewartTitleof MemphIs, Inc.____________

100.00

1113. ________________________

2Il0 'I ahd trnscacuti rij1\tr /4"&'i': 5"

%I./ 1 .

-___________

1201. RecordIng fees: Deed $13.00 Mortgage $58.00 71.00____________

1202. City/county tax/stamps:

1203. State tax/stamps: Deed $2854.20 Mortgage $458.37 3,312.57____________

1204. Assignment

1205. Preparation of Release Deed _____________

1206. ____________

l3&"l ddItjon00ttIementrtherqF r ttJ!ii.1 q415

1301. Survey

1302. Pest Inspection

1303. ShippIng & Handling to Stewart Title of Memphis. inc. 15.00_____________

1304. Home Warranty

1300. ShIpping & Handling Payoff to Stewart Title of Memphis. Inc._____________

10.00

1400. Total se(tiement charges (entered on lines 103, section J and502, section K) 9,739.eg 7,974.05

MMBOO27

('\_

(

L

ala. PT. TOTAL *31*00 LTIWLATIO

nit... to. PT. TOTAL 0330 CT TIATIM

ALL...... IA. FT. TOTAL. *01000 IMTI0OP TALUS

.fl.....TOTAL*TIA OP 040003 lOLL 00110105

ALE_PIT013' 00 OPSIOIIAS 0? 50433*0* tOLLS!

'H-

'0, COITRICMT (9 2003 CLAtSO MOPS 0550*51

./nrco 0005: 144010 PT POATACS I TOOT, 30510'

I 5*TPO UP, 34050 PT PLAN: T0b01t5 31110 PT

01*450* 5130 £003204

cñ

ci-i<-: 2o

0

0.0*

MMBOO28

-

___ __•

•I11

ii II. _"iiii ___-

liii1..!IuII iiii-II ii'. :L=- uc:ii

lullII Ti___IIiI4ii. :!.UIi!!11111II iiii1i ;''ii

'1 _

j... L__ III'___•tI1i• uII_•I_''••__ ,.-'.,i!uI •'- -

1___-

_________:5Ii.I-.!!'IE3imIIIii

iI in II-- i1 •Jp jJ . I-_______- __- -

IINrnIi.liiOIi-----

F. _____

tIF! IIII i_____ p'

00C.)

I_ /

r

01 '1I-_ I

LLi I I--2

______

'

______

FIRST PLOOR L!CTICAL PLAN

IA II I_

CLASIC HOME DESIGNS, INC. (, Illijiw

L0 1-lb ftjjj

0003M

T

r 1

I I

I I

I

.4

COFD PLOC

A II CLASIC HOME DESIGNS, INC. ( ,

II II '•11-13

w00

1--i

'F =

i

IKlt1Il!CONO PIOO !CT1CAI. PIAN

A II I CLASIC HOME DESIGNS, INC. (

[ =='=, : '11)

$

wa

REAR ELV]jJ

IIRQNT ELEMATIQN

A II CLASIC HOME DESIGNS, INC.HYD. OW. 3440 50. PT.

0 :101 0050500

w00

r

-I

Il1

3tilJl

I A 0 CLASSIC HOME DESIGNS, INC.

[B D.'HON OIU44OO FAX iol-IS4-lflO

C)0

0C.)

C)

I A 0 CLASSIG HOME DESIGNS, INC.

0 I B D______

-

rOt. StATED 1)50 50. 50

41I0'CPA) ¶O -S541O

((_ •-:

CR055 SECTION

AND STAIR DETAIL

5.

50ES / •0_ ;;Dr 1 S C. E.S

w

S

!ROOF PLAN

A II I CLASSIC HOME DESIGNS, INC. ( ¶T

LJi o, 11J

II

w00

FIRST FLOOR 5EI11IC PLAN

A 0 CLASSIC HOME DESIGNS, INC.

II

•1

00c)w

-Th

I •1

'p

'F = = •1

:___1

___

_____

__1LI1

-_

___

__

1TP11 J A II CLASSIC HOME DESIGNS, INC. G IT11j[2 /wui liD IJJJ____

(.

L

AlL_SO. PT. TOTAL *15* 0? LTL*t*TIO

JAW.... 50. PT. TOTAL. *50* OP 00*050

ALL...... 50. PT, TOTAL. *0100? E0Tfl05 POLLS

W_._,OTAL OTtO 00 5020205 lOLL 000004

fl_.._0100052 0? oflTtcfr OP S015DOS SILLS

OitlOTS

\,,,, COPTTZIIT f*J 0005 CLASSIC 0020 DESIGNS

220 50 PT LANI IE'_STOP. 50550 P

O5*TEO, 5350 50 STC232E1

OVEPALLS.

(Inz

Cl)Ci)

Cx)

o

o

Cl)Cl)

0

3d

MMBOO2B

PiiF1'I, .rni - Ill11 II_P.I,, iii

1j

J-"

.

I - - _____II-

__

-

fflWCIi'JIfl!fNI PitIJ_.SL. I-- L

-I-: =.T- yr at

IRIJ 11fLuu

I

IIUUUI.IIIINII___I- iI__ij;

_

------

_

PT PLOCR PLAN

A H CLASSIC HOME DESIGNS, INC. (

: BD. _7 :

T,.

r -J

I ;1_______________

_______

_____________

"

I'I L_.iEEJ_1 } i

II:

LLJ 1

Mn? FLOOR FLECtRIC*L PlAN

I A 0 CLASSIC HOME DESIGNS, INC. (I BD '111-lbTOT. IINT?O 13N0 $0. PT

R2JW /7O?SICA 3OO

I: I

I I

I --i

4

I Ii

I II

SeCOND PLOOR PLAN

A U CLASIC HOME DESIGNS, INC. (

U H II "i-b

00C.,

r

•1

-U

SeCOND PLOOR L!CTRICAL PLAN

I A II I CLASIC HOME DESIGNS, INC.(fl 5IO3:

LLJ

-S-

00q)

REAR ELVJ

I,.RONT ELMATION

A ii

I

CLASIC HOME DESIGNS, INC. (

tb:

rn

-

tx,0

0C,,0

'It

-1 -

C',

-I

o

__

'S) JT7flREm 1' :'-

I:________

::t::1j

LI Jill

1,M'__________

III

,--('I___

11

I A 0 CLASSIC HOME DESIGNS, INC. (

_________

LL. ,/'' 1Mb

(-

.-

C)

c)C)

CR055 SECTION

TAIR DETAIL

I A II CLASSIG HOME DESIGN INC. ( ,

tj ]

/ -. ".

crc..

k

(fm

w000)-4

I ROOF PLAN

I A II CLASSIC HOME DESIGNS, INC.G_0

g,,

oc.

I-

I

wa0Ca

FIRST FLOOR SFIl1IC PLAN

I A U CLASSIC HOME DESIGNS, INC.

(-\ fl; ?-

w00CaC0

1

r--1

I L__L

-

______

LL0 1PO TA II CLAIC HOME DESIGNS, INC. ( 1flTIj

_____

I1 TtI I[JJ