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Home My WebLink AboutRMDL2003-01871 2708 TEAKWOOD CT BUILDING PERMITBUILDING PERMIT TEG,.ATAT I O'V EVE,ip -ON, ..�..,. .COLLEGE SA TX 778-iv PHONE: ---------------------------------------------------------------------------- (979) 764-3570 FAX: (979) 764-3496 Application Number . . . . . 03-00001871 Date 6/13/03 Property Address . . . . . . 2708 TEAKWOOD CT Property ID . . 666500-0102-0150 R # . . . . . . . . . . . . . R49020 Application description . . . RESIDENTIAL, REMODEL & RENOVATION Subdivision Name . . . . . . WINDWOOD #1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ COUNTRYWIDE HOME LOANS INC ANCHOR FOUNDATION REPAIR 7105 CORPORATE DR KENNETH C TRIPP PTX-B-35 2924 CAIN RD PLANO TX 750244100 COLLEGE STATION TX 77845 (979) 690-2020 -------------------------- Structure Information ------------------------- Construction Type . . . . . **NEEDS TO BE ENTERED** Occupancy Type . . . . . . **NEEDS TO BE ENTERED** Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 1.00 INTERIOR WALL TYPE NA NUMBER OF BATHROOMS .00 NUMBER OF BEDROOMS .00 SEWER TYPE NA SERIAL ZONES 158.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . LL/KENNETH Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . 6/13/03 Valuation . . . . 0 Expiration Date . . 12/10/03 Qty Unit Charge Per Extension BASE FEE 15.00 Fee summary Charged Paid Credited ------------------------------ Due ---------- ----------------- Permit Fee Total 15.00 15.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 15.00 15.00 .00 .00 ---------------------------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: L� Art-LICATION FOR BUILDING PERMi i CITY OF COLLEGE STATION E3 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX ft.ar�U"Ordy DATE: `1O'O-3 APPLICATION # 0 3 ___ S WWW.CI.COLLEGE-STATION.TX.US ADDRESS/LOCATION: t _ o�7agwQ0-) LOT BLOCK SUBDIVISION SEC/PH SU BUSINESS/OWNER NAME: K4" t_.. 4-PA-2I C I'0 PHONE: CONTRACTOR/HOMEOWNER: xcftlz C-o'�.t+��r�-'7�� PHONE: Z )'t ^ "Z"77z{ CONTRACTOR ADDRESS: ELECTRICIAN: HVAC: PLUMBER: 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 REMODEURENOVATION SWIMMING POOL Req) DESCRIPTION OF WORK: STRUCTURE USE: HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 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 a DOUBLE F__j TRIPLE a ATTACHED [�] DE ACHED a CARPORT SIGNATURE OF APPLICANT: I - Official Use Only men aka"• �`�� YES Plans Examiner Zoning Official Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER rating 2924 Cain Road College Station, TX 77845 ' • ' Office: (979) 690-2020 Date: Fax: (979) 690-0235 AGREEMENT Anchor Piers LLC, called Contractor, and = ~ r' z �� -� ' y�` �- r u , Owner agree that the sum of $ _5"700 ' , to be paid as follows: `� u? 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: C;M) � -T:�,q �4 wo. t. C, ` S - F Story ,) t- A S Structure Phone (H) (1IV) 1. The work shall consist of the installation of /q 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. 8. SPECIAL PROVISIONS: No Subcontractors. 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 ,L» `=-"`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 —�e piers Installed by Contractor. THIS AGREEMENT TRANSFERABLE TO NEW OWNERS. NOTIFICATION MUST BE TENDERED IN WRITING WITHIN 30 DAYS OF OWNERSHIP. 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 1 days from the date shown above. Anchor Piers LLC Owner "anager ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ 'MEEMEMiM■M■M■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■N I ■■■■ PIER FO UNDA TION DE FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECI_ _ _ ___ _ _ _ EXISTING SLAB i BEAM GRADE H I' W cc SHIM i GROUT 4— •" x •" x 12" SOLID CONC. 1" MIN, on 1"MIN. BLOCKS JACK SPACE ol • • • POUR CAP A 6 -" RODS FOOTING AT 3 EACH WAY THE SAME TIME ol ALL CONCRETE TO BE 5 SACK W/ 141r ROCK 21" Qf 2'2" N OL-10- 3 - #4 VERT. 34 W/ #2 TIES 3 18"O.C. O d d O H C O m 9" DIAM. O W 4 d 0 .STABLE CLAY 20" DIAM. SIDE VIEW FRONT VIEW