HomeMy WebLinkAboutRMDL2008-017650s•I'IlaS
BUILDING PERMIT
CITY OF COLLEGE' 4 STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
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Application Number .
. . . . 08-00001765 Date 6/12/08
Application pin number
. . . 425125
Property Address . .
. . . . 902 WOODLAND PKWY
Property ID:
670800-0000-0561
R #:
R49807
Tenant nbr, name . .
. . . . FOUNDATION REPAIR
Application type description
RESIDENTIAL, REMODEL & RENOVATION
Subdivision Name . .
. . . . C H WOODLANDS
Property Use . . . .
. . . . RESIDENTIAL
Property Zoning . . .
. . . . SINGLE FAMILY RESIDENTIAL
Application valuation
. . . . 9650
Owner
Contractor
------------------------
PAYNE WHEATLEY FAMILY
------------------------
LLC ANCHOR PIERS, LLC.
2107 WIMBLEDON DR
2924 CAIN RD
ARLINGTON
TX 76017 COLLEGE STATION
TX 77845
(979) 219-2774
--- Structure Information
000 000 REPAIR PIERS
Construction Type . .
. . . COMBUSTIBLE (UNPROTECTED)
Occupancy Type . . .
. . . RESIDENTIAL-SFR/DUPLEX
Other struct info . .
. . . A/C SEER RATING
.10
CEILING 1 R VAL. (FLAT)
.10
CEILING 2 R VAL-NO ATTIC
.10
DUCT R VALUE
.10
IMPACT/PRORATA FEES PAID
N/A
°s GLAZING
.10
GLAZING U-FACTOR
.10
HEATED AREA
.10
INTERIOR WALL TYPE
SHEETROCK
NUMBER OF BATHROOMS
.10
NUMBER OF BEDROOMS
.10
EXTERIOR WALL INSUL R VAL
.10
GLAZING SHGC
.10
SEWER TYPE
PUBLIC
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Permit . . . . . .
BUILDING PERMIT
Additional desc . .
AC
Permit pin number .
580886
Permit Fee . . . .
60.00 Plan Check Fee
.00
Issue Date . . . .
6/12/08 Valuation . . .
. 9650
Expiration Date . .
12/09/08
Qty Unit Charge Per Extension
BASE FEE 15.00
9.00 5.0000 THOU BLDG, VAL 1001-50000 45.00
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BUILDING DEPT REPRESENTAT VE:
APPLICANT: �!i"Z
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
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Page 2
Application Number . . . . . 08-00001765 Date 6/12/08
Application pin number . . . 425125
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Special Notes and Comments
-17 Foundation Repair Piers
*ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE
RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO
ASSURE CODE COMPLIANCE
*POST PERMIT CARD ON JOB SITE TO BE VISIBLE FROM ROAD
*ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
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Fee summary Charged Paid Credited Due
----------------- ----------
Permit Fee Total 60.00
Plan Check Total .00
Grand Total 60.00
60.00 .00 .00
.00 .00 .00
60.00 .00 .00
---------------------------------------------- ---- Z--- --•- -----------
BUILDING DEPT REPRESENT VE:
APPLICANT:
1
CITY OF COLLEGE STATION
hmainr d Dr..*p—r Servitor
ADDRESS/LOCATION:
APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
(979) 764-3570 (979) 764-3496 FAX
WWW,CSTX.GOV
?12 GJD a 1>
APPLICATION 0
TEMP POLE k
LOT BLOCK SUBDIVISION SEC/PH
BUSINESS/OWNER NAME: + �C��Ci�lJI F`L'fL COL sorJ PHONE:
CONTRACTOR/HOMEOWNER: ! r�cr�ri�1 d���,C PHONE: ZI-2?7 IV
CONTACT PERSON FOR REVIEW COMMENTS:
FAX:
ELECTRICIAN:
HVAC:
PHONE:
EMAIL:
PLUMBER:
GOOD CENTS (Residential only);
ACCESSORY/STORAGE MOVING RE -RODE
ADDITION NEW CONSTRUCTION` SHELL ONLY
DEMOLITION (ASBESTOS SURVEY) PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY
DUPLEX (LANDSCAPE PLANS REQUIRED) PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL
LOCATION REMODELIRENOVATION" TENTS
DESCRIPTION OF WORK: �G t� j 2
PROPOSED USE:
STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL.
TEXAS ACCESSIBILITY STANDARD (T'AS) PROJECT REGISTRATION# EABPRJ
VALUATION: $ 1 (SO TOTAL AREA: HEATED AREA:
(Cost of Labor and Materials)
❑ PUBLIC SEWER
❑ SEPTIcITREATMENT SYSTEM
❑ SEWER TAP:
sue
❑ WATER TAP:
SUE
❑ OTHER TAP:
❑ TEMP POLE SUE
GARAGE TYPE: SINGLE ❑
NUMBER OF BEDROOMS:
NUMBER OF BATHROOMS:
INTERIOR WALL TYPE:
EXTERIOR WALL TYPE:
FOUNDATION TYPE.
a
ATTACHED ❑ DETACHED ❑ CARPORT ❑
SIGNATURE OF APPLICANT:
:f
`If proposed work involves new commercial construction or facade impr a ents/renovations to an existing
commercial Property, building elevations are required.
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/ �p Official Use Only
Plans Examiner Zoning Official
E�FN 0
ROOF TYPE:
DOUBLE ❑ TRIPLE
L-d 9EZ00696L6 eLt,:90 80 L L unf
292irt Road
College Station, TX 77845
Office: (979) 690-2020
Fax: (979) 690-0235
Anchor Piers LLC, called Contractor, and
J Date: / z2 z_c_ a
,Owner agree that the sum
of $ lyJ;; , to be paid as follows: `�
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:�' cL
. ra
/ Story Structure
Phone (H) (W)
-6 A. The work shall consist of the installation of / h
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 carry all 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.
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.
S. SPECIAL PROVISIONS: No Subcontractors: .- '�`- q. �u�-3 �? "�� ` i~`, .�, , -17
,-
e. I � � C4)l'�. KL..-7�,.. .�,1�c:: � �'`�,.. �. �:.."'.� ki -. i;i ...J `' !a. •.� T..1 :..r� •a_.
9. LIFETIME SERVICE AGREEMENT If any raising is necessary due to settling during the first five years from dateL 4
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 J—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 i `'% piers
installed by Contractor.
THIS AGREEMENTTTtANSFERABLE TO'NEW OWNERS. NOTIFICATION MUST BE TENDE
WIMIN 30 DAYS OF OWNERSHIP. RED IN WRITING
. 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 pl nts cannot beguaranteed
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 jab, 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 anyone can chang
or modify this Agreement. This Agreement in order to be binding by both parties, must be signed inythe space provided e
below, and the original copy returned to this office within _ f : U _ days from the date shown above.
Anchor LLC
'Owner
Man r
Z-d 9EZ00696L6 eLb:80 g0 6l• unr
ii:
ItIE'R FQ UNDA TION DETAILS
FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED
EXISTING SLAB d BEAM
i
GRADE
N
SHIM A GROUT
8 - #4 RODS j T
3 EACH WAY
ALL CONCRETE
TO BE 5 SACK
W/ 1-1/2" ROCK
ii
�s--- 8" x 8" x 12"
SOLID CONC.
BLOCKS
2V"
STABLE
CLAY
SIDE VIEW
t' d 9EZ00696M
1"MIN. 8" 1"MIN.
JACK
SPACE
_ •— POUR CAP 6
FOOTING AT
THE SAME
TIME
27'
f 3 - #4 PERT.
Il� W/ $2 TIES 3 18"O.C.
8" DIAM.
20" DIAM.
15
FRONT VIEW
eLt,:80 20 6 6 Unf