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Home My WebLink AboutRMDL2008-01821olon t 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 ---------------------------------------------------------------------------- Application Number . . . . . 08-00001821 Date 6/16/08 Application pin number . . . 486746 Property Address . . . . . . 1117 NEAL PICKETT DR Property ID: 183500-0060-0090 R #: R21227 Application type description RESIDENTIAL, REMODEL & RENOVATION Subdivision Name . . . . . . CARTER'S GROVE Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 8950 Owner Contractor ------------------------ ------------------------ DARROCH, GLADYS M ANCHOR PIERS, LLC. 1117 NEAL PICKETT DR 2924 CAIN RD COLLEGE STATION TX 778402610 COLLEGE STATION TX 77845 (979) 219-2774 --- Structure Information 000 000 REPAIR PIERS Construction Type . . . . . **NEEDS TO BE ENTERED** ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 581199 Permit Fee . . . . 55.00 Plan Check Fee .00 Issue Date . . . . 6/16/08 Valuation . . . . 8950 Expiration Date . . 12/13/08 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 5.0000 THOU BLDG, VAL 1001-50000 40.00 ---------------------------------------------------------------------------- Special Notes and Comments -24 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 ---------------------------------------------------------------------------- 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 1�.- X BUILDING DEPT REPRESENTAPIIVE: �/� APPLICANT: BUILI?ING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 08-00001821 Application pin number . . . 486746 ------------------------------------------------ BUILDING DEPT REPRES 7 IVE: APPLICANT: Page 2 Date 6/16/08 1 APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITYOF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX °len.i� dOrwbPmenr.Srrvaar WWW.CSTX.GOV ADDRESSILOCATION:/ r[ / AJn G I'JCee_! LOT BLOCK SUBDIVISION BUSINESSIOWNER NAME: CONTRACTOR/HOMEOWNER; CONTACT PERSON FOR REVIEW COMMENTS: FAx: ELECTRICIAN: HVAC: EMAIL: PLUMBER: SEC/PH .�R4T.i�l PHONE: Z ►'7 - ;-�' -2 PHONE: GOOD CENTS ;Residential only): ACCESSORYISTORAGE MOVING RE -ROOF ADDITION NEW CONSTRUCTION` SHELL ONLY DEMOLITION (ASBESTOS SURVEY) PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY DUPLEX (LANDSCAPE PLANS REQUIRED) PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL LOCATION REMODEURENOVATION' TENTS DESCRIPTION OF WORK: PROPOSED USE: STRUCTURE USE: HOMEOWNER ASSOCIATIONfARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ I-- od> VALUATION: $ , qb D .— TOTAL AREA: HEATED AREA: (Cosi of Labor and Materials) D PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SEWER TAP: ❑ WATER TAP: OTHER TAP: TEMP POLE SLZE SaF SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: GARAGE TYPE; SINGLE J DOUBLE F-] TRIPLE ATTACHED poACHED r7 CARPORT SIGNATURE OF APPLICANT: �`t ✓� 'If proposed work involves new commercial construction or fiacadd Anprovements/renovatons to an existing commercial property, building elevations are required_ Of bal Use Only 2-/f/, -a(9 Plans Examiner Zoning Official C ments: Y •r NO I.'d 9EZ00696L6 e99:90 80 Cl, unf .�ic�c7 it' Fi l"w 9924Caln Road QoIl@g9-Stp#,pn, TX 77B45 ..': Offi llii 9) 690-2020 Date: _^ t c_'7 A AGREEMENT ". Fax, (979) 09(-0235 Anchor Piers LLC, called Contractor, and ,'��'� C. _ . `! `: '` U . h Owner agree that the sum to be paid as follows: =» i after piers are poured, balance on completion. ontractor will furnish labor, equipment and materials to perform the following described work to the hereinafter described building orstnucture located at- //! 7 Story L;a? Structure Phone (H) (W) 1, The,work shall consist of the installation oft 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: Jab site will be clean of all excess dirt and material. ;•,,;;>;' :: 4. Contractor will carry all required insurance. $. _When inside piers are called for, contractor will patch floors. Patches will be made with concrete to wooden floor level. Carpet will NOT be stretched. G; Where surfaces such as concrete floors or patios are broken in order to install piers, Contractor will patch such area. The patches, however, will not match he color or texture of the original material. Special surface such as " Flagstone, Spanish Tile, Brick or other such special materials will be restored at a cost in addition to pier installa- ' tion:. - `'' 7:. In foundation leveling, conditions might appear when work is begun that were not visible when estimate was submitted, such as, insufficient reinforcing steel in concrete slab, and/or other original foundation structural deficiency. In such cases the guarantee becomes invalid. . 8: ;SPECIAL PROVISIONS: No Subcontractors. >r�� .� hc�AQ ? i,} �� ? /F. J ►f 14 S 4' +$ .+ • f:k .� !� o z/ C e i C _- `� `, y� r t , : j}� r; 2.5 . (J G 4 ^�/�: c ► 17 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 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 14-1 piers installed by Contractor. THIS AGREEMENT TRANSFERABLE TO NEW OWNERS. NOTIFICATION MUST BE TENDERED IN WRITING WITHIIN. $0 PAYS 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 pnderstood 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 �J days from the date shown above. Anchor Piers LLC Owner rM E•d 9CZ00696L6 Manager e99:90 eo el, unr PIED FO UNDA TION DETAILS FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED EXISTING SLAB ABEAM /- GRADE ♦ W y cc AP SHIM E GROUT .� �. S" x 0" X 12" s» 1"MIN. SOLID CONC. 1" MIN BLOCKS r JACK SPACE r.— POUR CAP i i -S4 ROOT FOOTING AT I EACH WAY THE SAME TIME ALL CONCRETE TO RE b SACK w 1.11r ROCK 21' 2'2" 3 - 04 YE RT- x ul W M2TIES i IrO.C. O 4 W � O < 4C I °C4 4 J a = c 3 0 i" DIAM. 0 uul Ix lY 0 a 4- L• b fi 1 STABLE CLAY 20" DIAM. SIDE VIEW FRONT VIEW -V•d 9EZ00696L6 e99:90 80 £6 unf