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Home My WebLink AboutRMDL2005-03838is-35r3Y 1 BUILDING PERMIT CITY -OF --COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 -------------------------------=-------------------------------------------- Application Number . . . . . Property Address . . . . . . Property ID: R #• Tenant nbr, name . . . . . . Application type description Subdivision Name . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 05-00003838 Date 10/26/05 1408 AUSTIN AVE 582800-0070-0080 R43102 15 REPAIR PIERS RESIDENTIAL, REMODEL & RENOVATION SOUTHWOOD VALLEY #12 & #13 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 4950 Owner Contractor ------------------------ ------------------------ WINDLE, ROBERT L & REBA L ANCHOR FOUNDATION REPAIR 1408 AUSTIN AVE KENNETH C TRIPP COLLEGE STATION TX 7784SS239 2924 CAIN RD COLLEGE STATION TX 77845 (979) 690-2020 --- Structure Information 000 000 REPAIR PEIRS Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 75.00 INTERIOR WALL TYPE NA SEWER TYPE PUBLIC TAZ 368.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit Fee . . . . 35.00 Plan Check Fee .00 Issue Date . . . . 10/26/05 Valuation . . . . 4950 Expiration Date . . 4/24/06 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 5.0000 THOU BLDG, VAL 1001-50000 20.00 ---------------------------------------------------------------------------- Special Notes and Comments POST PERMIT CARD ON JOB SITE Refer To This Permit For Details For This Plan ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK 15 repair piers ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------------------------------- ------ --- -------------------- BUILDING DEPT REPRESE TA IVE- / APPLICANT: BUILDING PERMIT CITY -OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 ' FAX: (979)764-3496 ----------------------------------------------------------------------------- Page 2 Application Number 05-00003838 Date 10/26/05 --------------------------------------------------------- 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 RE SENT�%ATIVE: ) APPLICANT: ��i.,� W"" CITY OF COLLEGE STATION Planning 6-Dfopmrnt'Snviat ADDRESS/LOCATION APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764.3570 (979) 764.3496 FAX WVWU.CSTX.GOV For Oli a Use Only DATE: G APPLICATION#�� TEMP POLE V LOT BLOCK SUBDIVISION SEC/PH BUSINESS/OWNER NAME: PHONE: CONTRACTOR/HOMEOWNER: IP"��c�,.�r�,4-�d�•� Q ' K�Qf�l2 PHONE: Z f j- CONTRACTOR ADDRESS: ELECTRICIAN: PLUMBER: HVAC: _ GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION . RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: rs STRUCTURE USE: HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ _ , �/ ,SD TOTAL AREA: HEATED AREA: ((;os f Labor and Materials) PUBLIC SEWER ❑ SEPTIC/TREATMENT SYSTEM SEWER TAP: SIZE a WATER TAP: SIZE U OTHER TAP: SIZE TEMP POLE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: GARAGE TYPE: SINGLE E::] DOUBLE' a TRIPLE' a ATTACHED a ETACHED F__] CARPORT a SIGNATURE OF APPLICANT: *If proposed work involves new Comm . cial construction or MMe improvements/renovations to an existing commercial property, building elevations are required. Official Use Only Z6 - a YES eN0 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 w . 2924 Cain Road />G �; College Station, TX 77845 _ Date:— Office: (979) 690-2020 AGREEMENT Fax: (979) 690-0235 2'e;"y4 Jff-�.,, ,Owner agree that the sum Anchor Piers LLC, called Contractor, and �J _after piers are poured, balance on completion. of $ "" , to be paid as follows: equipment and materials to perform the following described work to the hereinafter described Contractor will furnish labor, —Structure building or structure located at: / raa �— , � ' ' � Story building �3 Phone(H) A 1. The wo rk shall consist of the installation of piers with nine inch diameter shafts drilled to 8" to 12' ,water. 1. ble rocks and/or man placed objects permitting. The bottom of the shaft will have a bell footing of 20 inches in .� to diameter, unless rock is encountered. Contractor assumes no responsibility for any under slab plumbing. euired are the sole responsibility ofthe wneerterio2. C process Any repairs, if q /rated or may do so in the leveling p 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. ontractor will ch such 6. Where surfaces such as concrete floors or patios are b teken in xtofr dehe original materialr to install piers, . Special Special surface tsuch as area. The patches, however, will not match he color or stone, Spanish Tile, Brick or other such special materials will be restored at a cost in addition to pier insta a - Fla g tion. when work is begun that were not visible when estimate. was 7. In foundation leveling, conditions might appear w submi tted, such as, insufficient reinforcing steel in. slab, and/or other original foundation structural deficiency. In such cases the guarantee becomes i — ;-- � Z' 0 , V 8. SPECIAL PROVISIONS: No Subcontractors f ing the first five years from 9. LIFETIME SERVICE AGREEMENT: If any raising is necessary ed area without settling ost torthe OWNER. For additional date of completion of the job, Contractor will re -raise the settlies only to the piers years, servicing, if required, will be done at the rate of / �This service aagreeement� applies labor and materials included, ye , plus or minus the U.S. Consumer Price Index each year. installed by Contractor. THIS AGREE MENT TRANSFERABLE TO NEW OWNERS. NOTIFICATION MUST BE TENDERED IN WRITING WITHIN 30 DAYS OF OWNERSHIP. agreed that in order to perform the above described won redecorating le that epairing, electrical �lwork or the otheraper, or It is understood g rigid material may crack. Therefore, the above figure does not include any of material not called for in this agreement. Contractor and upon request eantsscannot beneua allnteedSplant plants replacement o y and shrubs obstructing operations, and replace same, survival sus r d and agreed that Contractor will furnish all the labor, equipment and material and will perform all necessary It is understood 9 arate work in connection with this job, in a good workmanlike manner. . The Owner may reement for order extr a work to be done not contemplated by the contract. In whichion made by anyone can an hangs both parties, must be signed in the space provided such work shall be entered between the Owner and the Contractor. No oral representation the date shown above. or modify this Agreement. This Agreements order to in binding by below, and the original copy returned to this office within__,_ from t l Anchor Pier LLC Manager Owner Fouazdatiora k, Repair 13F PIER FO UNDA TION DETAILS FOR REPAIR ONLY .TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED EXISTING SLAB & BEAM GRADE SHIM & GROUT 8"x8"x12" SOLID CONC. BLOCKS 6 - #4 RODS • • 3 EACH WAY i ALL CONCRETE TO BE 5"SACK W/ 1-1/2" ROCK f —i \ SIDE VIEW 2'0" CLAY 1"MIN. 8" 1"MIN. JACK ol SPACE • POUR CAP 6 FOOTING AT r THE SAME TIME IT ?I W �. — 3 - #4 VERT. 0 ¢ W/ #2 TIES 9 18"O.C. d 0 IL a Q cc J � (az Q 0 3 W 0 0 Lu 9" DIAM. Q m d N 0 I- eo r 20" DIAM. FRONT VIEW