HomeMy WebLinkAboutRMDL2003-00168 1200 MERRY OAKS DR BUILDING PERMITCity of College Station
•1101 TEXAS. AVENUE
COLLEGE•-STATIOU-T.x .7784.0�:
C E R T I F I
C A T E O F C O M P L E T I O N
P E R M A N E N T
Issue Date . . . .
. . 3/21/03
Parcel Number . . .
. . 183500-0070-0130
Property Address .
. . 1200 MERRY OAKS DR
COLLEGE STATION TX 77840
Subdivision Name .
. . CARTER'S GROVE
Legal Description .
. . CARTER'S GROVE, BLOCK 7, LOT 1
3
Property Zoning . .
. . SINGLE FAMILY RESIDENTIAL
Owner . . . . . . .
. . MENZEL, CHRISTOPHER P
Contractor . . . .
. . ANCHOR FOUNDATION REPAIR
979 690-2020
Application number
03-00000168 000 000
Description of Work
RESIDENTIAL, REMODEL & RENOVATION
Construction type .
. .
Occupancy type . .
. .
Flood Zone . . . .
. .
Approved . . . . . . .
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
PREPARED 3/20/03, 13:16:28 INSPECTION TICKET PAGE 8
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/20/03
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ADDRESS . : 1200 MERRY OAKS DR SUBDIV: CARTER'S GROVE
CONTRACTOR ANCHOR FOUNDATION REPAIR PHONE (979) 690-2020
OWNER MENZEL, CHRISTOPHER P PHONE
PARCEL 183500-0070-0130
APPL NUMBER: 03-00000168 RESIDENTIAL, REMODEL & RENOVATION
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PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B125 01 3/20 03 BLDG, FINAL TIME: 17:00
f 03/20/2003 09:40 AM SSTANLEY
On 1AS SOON AFTER LUNCH AS POSSIBLE
----------------------------------- COMMENTS AND NOTES---------------------------
BUILDING PERM_ IT___._
N
COLLEGE STATION, TX 77840
PHONE: (9791) 764-3570 FAX: (979) 764-3496
----------------------- ----------------------------------------------------
Application Number . . . . . 03-00000168 - Date 1/24/03
,Property Address . . . . . . 1200 MERRY OAKS DR
Property ID . . 183500-0070-0130
R ## . . . . . . . . . . . . . R212 51
Application description . . . RESIDENTIAL, REMODEL & RENOVATION
Subdivision Name . . . . . . CARTER'S GROVE
Property Use . . . . . . . . RESIDENTIAL
-- Propert.v_Zonzng . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation -4800
Owner Contractor
------------------------ ------------------------
MENZEL, CHRISTOPHER P ANCHOR FOUNDATION REPAIR
1200 MERRY OAKS DR KENNETH C TRIPP
COLLEGE STATION TX 778402609 2924 CAIN RD
COLLEGE STATION. TX 77845
(979) 690-2020
------ Structure Information REPAIR 16 PIERS -----
----------------------------------------------------------------------------
Permit` . . . . . . BUILDING PERMIT
Additional desc SS
Permit Fee . . . . 35.00 Plan Check Fee .00
Issue Date . . . . 1/24/03 Valuation . . . . 4800
Expiration Date 7/23/03
Qty Unit Charge Per Extension
BASE FEE 15.00
4.00 5.0000 THOU BLDG, VAL 1001-50000 20.00
Fee summary Charged Paid Credited Due
------=--------------------------------------------------
Permit Fee Total 35.00 35.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 35.00 35.00 .00 .00
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
9
APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
M3 1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
(979) 764-3570 (979) 764-3496 FAX
For Office Use Orgy
DATE I ( D 1 0
APPLICATION # D 3 - 1 W ?
W W W.CI. COLLEG E-STATION.TX. US
ADDRESS/LOCATION: l aDO MQ r'r'00-V5
LOT BLOCK SUBDIVISION
,BUSINESS/OWNER NAME: (f m e N Z e L PHONE:
CONTRACTOR/HOMEOWNER: 1�kb)2 PZF1W,>+V1-j QePFrl2 PHONE: 1990 ' ZO 2D
CONTRACTOR ADDRESS: Ol i LJ C /� Qom• C 5 -
ELECTRICIAN: PLUMBER:
F
HVAC: GOOD CENTS (Residential only):
CLASS OF WORK
ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial)
ADDITION. MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY
DUPLEX (Landscape Plans Req) REMODEL/RENOVATION SWIMMING POOL
DESCRIPTION OF WORK:
STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL:
TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ
VALUATION: $ LI Boy
TOTAL AREA:
HEATED AREA:
(Cost of Labor and Materials) ,
PUBLIC SEWER
NUMBER OF BEDROOMS:
❑ SEPTIC/TREATMENT SYSTEM
NUMBER OF BATHROOMS:
SEWER TAP:.
INTERIOR WALL TYPE:
SIZE
WATER TAP:
EXTERIOR WALL TYPE:
SIZE
OTHER TAP:'
FOUNDATION TYPE:
SIZE
TEMP POLE
ROOF TYPE:
GARAGE TYPE: SINGLE F__1
DOUBLE F__j TRIPLE
F7
ATTACHED
ETACHED a CARPORT
SIGNATURE OF APPLICANT:
Official Use Only
Comments:
YES or NO
Plans Examiner
Zoning Official
a
2924 Cain Road
College Station, TX 77845
Office: (979) 690-2020
Fax: (979) 690-0235
ounda'tiax-A
Date: Zv Jam'''`! d3
Anchor Piers LLC, called Contractor, and ey2i._r /fie ��— , Owner agree that the sum
00
of $ y8dl) — , to be paid as follows: Saba after piers are poured, balance on completion.
Contractor will furnish labor, equipment and materials to perform the following described work to the hereinafter described
building or structure located at: Story Structure
Phone (H) 4 f3 �`�8`� A
1. The work shall consist of the installation of /(-/ piers with nine inch diameter shafts drilled to 8" to 12' , water
table rocks and/or man placed objects permitting. The bottom of the shaft will have a bell footing of 20 inches in
diameter, unless rock is encountered.
2. Contractor assumes no responsibility for any under slab plumbing. It may currently be cracked,'broken, deterio-
-rated'or may do so in the leveling process. Any repairs, if required are the sole responsibility of the owner.
3. Job site will be clean of all excess dirt and material.
4. Contractor will carryall required insurance.
5. When inside piers are called for, contractor will patch floors. Patches will be made with concrete -to wooden floor
level. Carpet will NOT be stretched. 1.
6. Where surfaces such as concrete floors or patios are broken in order to install,piers, Contractor will patch such
area. The patches, however, will not match he color or texture of the original material. Special surface such as
Flagstone, Spanish Tile, Brick or other such special materials,will be restored at a cost in addition to pier installa-
tion.
7. In foundation leveling, conditions might appear when work is begun that were not visible when estimate was
submitted, such as, insufficient reinforcing steel in concrete slab, and/or other original foundation structural
deficiency. In such cases the guarantee becomes invalid.
8. SPECIAL PROVISIONS: No Subcontractors. '-7N,�,�e� ��t ,�,QS
9. LIFETIME SERVICE AGREEMENT: If any raising is necessary due to settling during the first five years from date
of completion of the job, Contractor will re -raise the settled area without cost to the OWNER. For additional
years, servicing; if required, will be done at the rate of .140 °' per adjusted pier, labor and materials included,
plus or minus the U.S. Consumer Price Index each year. This service agreement applies only to the �4=— piers
installed by Contractor.
THIS AGREEMENT TRANSFERABLE TO NEW OWNERS. NOTIFICATION MUST BE TENDERED IN WRITING
WITHIN 30 DAYS OF OWNERSHIP.
j
It is understood agreed that in order to perform the above described work it is possible that sheetrock, wallpaper, or other
rigid material may crack. Therefore, the above figure does not include any redecorating, repairing, electrical work or the
replacement of any material not called for in this agreement. Contractor upon request from owner, will transplant plants
and shrubs obstructing operations, and replace same, survival of shrubs and plants cannot be guaranteed.
It is understood and agreed that Contractor will furnish all the labor, equipment and material and will perform all necessary
work in connection with this job, in a good workmanlike manner.
The Owner may order extra work to be done not contemplated by the contract. In which event, a separate Agreement for
such work shall be entered between the Owner and the Contractor. No oral representation made by anyone can change
or modify this Agreement'. This Agreement in order to be binding by both parties, must be signed in the space provided
below, and the original copy returned to this office within days from the date shown above.
Owner
Anchor Piers LLC
Qde(ger
7F
i
PIER FOUNDATION DETAILS
FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED
EXISTING SLAB a BEAM
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GRADE
N'
W
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SHIM & GROUT
s— 8"x8"x12"
SOLID CONC. i"MIN el"
" 1"MIN.
BLOCKS
ol
JACK
SPACE
6 - #4 RODS 0 POUR CAP &
3 EACH WAY FOOTING AT
T THE SAME
TIME
ALL CONCRETEol
TO BE 5 SACK'
W/ 1-1/2" ROCK
2'0" 27„ -
T t
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4 �
SIDE VIEW
t
W 3 - #4 VERT.
C < W/ #2 TIES 3 18"O.C.
d O
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Q Q
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0 8" DIAM.
a m
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Ti
STABLE -
CLAY
`20" DIAM.
FRONT VIEW