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Home My WebLink AboutRMDL2003-02869 1720 STARLING DR BUILDING PERMITa w ,III• ... .. - ... APA April 30, 2004 Building Inspections City of College Station 1101 Texas Avenue College Station TX 77840 Re: 1720 Starling Dirve Gentlemen: of Texas, Inc. (972) 642-7272 Fax (972) 642-6886 2706 Hardrock Road Grand Prairie,TX 75050 www.rbpiling.com Please find the be advised that, in my opinion, the foundation repair work on the above building was completed in substantial compliance with the plans and specifications submitted with the application for the building permit that was issued on October 6, 2003. Existing drainage patterns were not affected by this work Very truly yam, T r•�•DEVIN'HANSON DevinHanson �•N� •NNN.pHN••NHI Texas Professional Engineer f 90164 , •o Regist on No. 90164 +1 '•••��CENS'��•' ROGER BULLIVANT OF TEXAS, INC'%IR,, mO-P BUILDING PERMIT -, TTE�P.VE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Property Address . . . . . . Property ID . . . . . . . . . R# . . . . . . . . . . . . . Tenant nbr, name . . . . . . Application description . . . Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 03-00002869 1720 STARLING DR 582850-0007-0090 R96045 Date 10/06/03 FOUNDATION UNDER PINNING RESIDENTIAL, REMODEL & RENOVATION SPRINGBROOK-CYPRESS MEADOW RESIDENTIAL UNKNOWN 18735 Owner Contractor ------------------------ GUNDY, ANNA L ------------------------ ROGER BULLIVANT OF TEXAS,INC 1720 STARLING DR 2706 HARDROCK RD COLLEGE STATION TX 778454746 GRAND PRAIRIE TX 75050 (972) 880-5478 -------------------------- Structure Information ------------------------- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA .10 INTERIOR WALL TYPE .0 SEWER TYPE .0 SERIAL ZONES 248.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105.00 Plan Check Fee .00 Issue Date . . . . 10/06/03 Valuation . . . . 18735 Expiration Date . . 4/04/04 Qty Unit Charge Per Extension BASE FEE 15.00 18.00 5.0000 THOU BLDG, VAL 1001-50000 90.00 Fee summary Charged ----------------- ---------- Permit Fee Total 105.00 Plan Check Total .00 Grand Total 105.00 Paid Credited Due ------------------------------ 105.00 .00 .00 .00 .00 .00 105.00 .00 .00 - ------------------------------------------------ --------------------- BUILDING DEPT RE`PRESENTATIVE: APPLICANT: 'Tw U. ** 1. —V APPLICATION FOR BUILDING PERMIT DATE: LA CITY OF COLLEGE STATION 1 APPLICATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE # (979) 7644870 (979) 764.3496 FAX W W W.CI.COLLEGESTAMON.TX.US ADDRESS/LOCATION: E 7 a0 _5 -F#q 12l" i N G D 2 LOT BLOCK SUBDMSION BUSINESSIOWNER NAME: R m N p1- CONTRACTORIHOMEOWNER: ko C ,- � < < J Ytwf &. T P yi-d I.J CONTRACTOR CONTRACTOR ADDRESS: d2c)(P I bWD IZ404, ", ELECTRICIAN: PLUMBER: HVAC: PHONE:PHONE: GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) AEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans Req) REMODEL(RENOVATION SWIMMING POOL DESCRIPTION OF WORK: i A1/i) 1' 0� STRUCTURE USE: 15 F) HOMEOWNER ASSOCIATIONIARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 1 t. -%3s TOTAL AREA: HEATED AREA: (Cost df 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 DOUBLE f__j TRIPLE ATTACHED F� DETACHED F__� CARPORT SIGNATURE OF APPLICANT: �cef Qt cA J elk � leads ♦♦♦♦11111111♦♦1111♦♦11♦♦111111111111111111111♦♦1/11/1111111♦ Official Use Only Comments: YES or NO Plans Examiner Zoning Official DRAVNG N0:16733 -FIELD C?,ELEVATION = nam o mn-2 Date: bbb /30/2003 NHIC} • 4" RB PILING Q2003 ROGER BULLIVANT of Texas. Inc. 2706 Hardrock Road, Grand Prairie, Texas 75050 (972) 642 7272 (972) 263-1090 Fax: (972) 642-6886 England . Bahrain . Kuwait . Saudi Arabia . Unitedl States RB PILING (4" OR 5-1 /2" DIAMETER) EXTERIOR GRADE BEAM RB BRACKET GRADE 60 REBAR #4 FOR 4" RB PILING #5 FOR 5-1 /2" RB PILING CONCRETE (3000 PSI MINIMUM) .........EVIN.........ANSON.... DH ...................... 90164 DRAWING NO: 05-012C Pv M/2= 4" OR 5-1/2" O.D. STEEL SLEEVE w 5' LONG u u n n DRIVEN TO REFUSAL OR DRILLED TO A MINIMUM u DEPTH ESTABLISHED BY GEOTECHNICAL TESTING OR OBSERVATION, WHICHEVER IS DEEPER. © 2001 of texas, Inc. z V A N V N V N d X 14 V N A N O� co m 0 N o' 2' d, a o, n o! a a' a M @ T x V Ln 0 Ln 0 3 1p 0 3 RB PILING (4" OR 5-1 /2" DIAMETER) INTERIOR GRADE BEAM I.� . Er s4+ i+r. •i Z • • _ � '.fit. •...... _ RB PILING CAP (CONCRETE) 4" OR 5-1 /2" O.D. STEEL SLEEVE N X-6' LONG 4e—Z P-03 DRAWING NO. 05-011 C ffl-x an /2= INTERIOR PARTITION (IF PRESENT) ¢' t'* rk �•'� ' 't �' t '' GRADE BEAM (IF PRESENT) �I GRADE 60 STEEL REBAR II #4 FOR 4" RB PILING j #5 FOR 5-1/2- RB PILING II II II II II II II II _ CONCRETE II (3000 PSI MINIMUM) II DRIVEN TO REFUSAL OR DRILLED TO A MINIMUM DEPTH ESTABLISHED BY GEOTECHNICAL TESTING OR OBSERVATION, WHICHEVER IS DEEPER. ©2001 of 7`exus, Inc. O l LEVATION = 06/19/2003 DRAWING NO:16733 -FIELD Date: 06/30/2003 J# NHIC GUNDY, ANNA • 4" RB PILING ©200 ROGER BULLIVANT of Texas, Inc. 2706 Hardrock Road, Grand Prairie, Texas 75050 (972) 642 7272 (972) 263-1090 Fax: (972) 642-6886 England . Bahrain . Kuwait . Saudi Arabia . United States t 3 RB PILING CAP (CONCRETE) 4" OR 5-1 /20 O.D. STEEL SLEEVE N 2'-6" LONG RB PILING (4" OR 5-1 /2" DIAMETER) INTERIOR GRADE BEAM DRAWING NO. 05-011 C 01i2, o INTERIOR PARTITION (IF PRESENT) 0. All GRADE BEAM (IF PRESENT) II II II II II U II II it II 11 II u �I GRADE 60 STEEL REBAR II #4 FOR 4" RB PILING it #5 FOR 5-1/2- RB PILING II II II II II II it CONCRETE II (3000 PSI MINIMUM) II DRIVEN TO REFUSAL OR DRILLED TO A MINIMUM DEPTH ESTABLISHED BY GEOTECHNICAL TESTING OR OBSERVATION, WHICHEVER IS DEEPER. Q2001 vf7"exas, rnc. 4 i RB PILING DRAWING NO: 05-012C (4" OR 5-1 /2" DIAMETER) MY �,i2, EXTERIOR GRADE BEAM RB BRACKET GRADE 60 REBAR #4 FOR 4" RB PILING #5 FOR 5-1/2" RB PILING CONCRETE (3000 PSI MINIMUM) 0 ••"yd N........N......... 4. DEVIN HANSON ...................... 90164 40 OR 5-1/20 O.D. STEEL SLEEVE -5'LONG 1 I I II II Ii DRIVEN TO REFUSAL OR DRILLED TO A MINIMUM II DEPTH ESTABLISHED BY GEOTECHNICAL TESTING OR OBSERVATION. WHICHEVER IS DEEPER. © 20M :, �orTex s inc..