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Home My WebLink AboutRMDL2003-01787 903 SAN BENITO DR BUILDING PERMITZee - ts�g PREPARED 6/04/03, 7:47:56 INSPECTION TICKET PAGE 32 gu- City of College Station INSPECTOR: BUILDING INSPECTOR DATE 6/04/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 903 SAN BENITO DR SUBDIV: SOUTHWOOD VALLEY PHS 10B CONTRACTOR ANCHOR FOUNDATION REPAIR PHONE (979) 690-2020 OWNER BRIERS, NEAL A & ALLINE S PHONE PARCEL 582800-0430-0120 APPL NUMBER: 03-00001787 RESIDENTIAL, REMODEL & RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B105 01 6/04 03 BI BLDG, FOUNDATION -PIER TIME: 17:00 b �F BEFORE LUNCH 06/03/2003 04:08 PM LLONG -------------------------------------- COMMENTS AND NOTES-------------------------------------- ! ii BUILDING PERMIT 't CITY.,qF CDLLECL,-STATIC ++' 110 T""TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00001787 Date 6/03/03 Property Address . . . . . . 903 SAN BENITO DR Property ID . . 582800-0430-0120 R # . . . . . . . . . . . . . R43996 Application description . . . RESIDENTIAL, REMODEL & RENOVATION Subdivision Name . . . . . . SOUTHWOOD VALLEY PHS 10B Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation 8885 Owner Contractor ------------------------ ------------------------ BRIERS, NEAL A & ALLINE S ANCHOR FOUNDATION REPAIR 3207 INNSBRUCK CIR KENNETH C TRIPP COLLEGE STATION TX 778456306 2924 CAIN RD 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 .10 INTERIOR WALL TYPE SHEET SERIAL ZONES 196.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KE Permit Fee . . . . 55.00 Plan Check Fee .00 Issue Date . . . . 6/03/03 Valuation . . . . 8885 Expiration Date . . 11/30/03 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 5.0000 THOU BLDG, VAL 1001-50000 40.00 Fee summary Charged Paid Credited Due --------------------------- Permit Fee Total -------------------- 55.00 55.00 .00 ---------- .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 ----------------------------��._----------------------- BUILDING DEPT REPRESENTATIVE: i AP PL I CANT : APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION E3 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX W W W.CI.COLLEG E-STATION.TX.US ADDRESS/LOCATION: Vo _3 :S7fi7j 0/ N d LOT BLOCK SUBDIVISION BUSINESS/OWNER NAME: N4fy*- /32 j e1,2 .S 0 For nc Oft. U . om'y7 DATE: 13- —Q .) �/ APPLICATION # QU — l ! ff/i SEC/PH PHONE: �6 CONTRACTOR/HOMEOWNER: /-n Chz)?— FdMr,3_rV4-_;7dVJ PHONE: 2 1 S - 27 7 CONTRACTOR ADDRESS: 012 L-/ (2&1 1') Q.)- 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) e DESCRIPTION OF WORK: STRUCTURE USE: 4a -arcL4 )1.r HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ 00 VALUATION: $ �8" ftS TOTAL AREA: HEATED AREA: (Cos of Labor and Materials) ❑ PUBLIC SEWER NUMBER OF BEDROOMS: ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: SEWER TAP: WATER TAP: OTHER TAP: TEMP POLE GARAGE TYPE: INTERIOR WALL TYPE: SIZE EXTERIOR WALL TYPE: SIZE FOUNDATION TYPE: SINGLE ED ATTACHED SIGNATURE OF APPLICANT: ROOF TYPE: DOUBLE a TRIPLE IETAC D F CARPORT Q Official Use Only Plans Examiner Zoning Official Comme YES nNC; 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 - ` Dater May a3 Fax: (979) 690-0235 AGREEMENT c Anchor Piers LLC, called Contractor, and Aje&t_ 45 J2 Owner agree that the sum dgg� D0 �a a of $ o , 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: gn 3 �'A�J A22W f Story SLA 0 Structure Phone (H) -76 Y q 3&4 (d. ? 7 7 - 7 Yq3 1. The work shall consist of the installation of 3.0 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 setUed area without cost to the OWNER. For additional years, servicing, if required, will be done at the rate OY 74«' 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 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 2c"� days from the date shown above. i�//��Anc ' or Piers LLC OL . (. JS VI D � J Owner ager kl,- 1-tepair -A ■■■ PIER FOUNDATION DETAILS FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED i1 EXISTING SLAB a BEAM I I L GRADE y SHIM i GROUT •"xe"x12" SOLID CONC. 1"MIN, i" 1"MIN. BLOCKS JACK SPACE • ' POUR CAP i i - 04 RODS • • • FOOTING AT 3 EACH WAY THE SAMF, TIME ALL CONCRETE TO BE S SACK W/ 1-1/2" ROCK SIDE VIEW 21" CLAY I 03 - M4 VERT. W/ #2 TIES 3 18"O.C. M! 20" DIAM. Is FRONT VIEW