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Home My WebLink AboutRMDL2007-01495 916 HAWTHORN ST BUILDING PERMITBUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATIOiN,_7Xr 77840 PHONE: (979)764-3570 FAX: (979)764-3496 --------------------------------------- Application Number . . . . . 07-00001495 Date 5/16/07 Application pin number . . . 030715 Property Address . . . . . . 916 HAWTHORN ST Property ID: - R $# Tenant nbr, name FOUNDATION REPAIR Application type description RESIDENTIAL, REMODEL & RENOVATION Subdivision Name . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 6850 Owner Contractor ------------------------ - ----------------------- ANCHOR PIERS, LLC. 2924 CAIN RD COLLEGE STATION TX 77845 (979) 219-2774 --- Structure Information 000 000 REPAIR PIERS 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 TAZ 242.00 --------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . BK Permit pin number . 502633 00 Permit Fee . . . . 45.00 Plan Check Fee Issue Date . . . . 5/16/07 Valuation . . . . 6850 Expiration Date . . 11/12/07 Qty Unit Charge Per Extension BASE FEE 15.00 6.00 5.0000 THOU BLDG, VAL 1001-50000 30.00 -------------------------------------------- Special Notes and Comments 17 Repair Piers on Garage. 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 ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK -------------------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TXj77840 PHONE: (979)764-3570 FAX: (979)764-3496 ------------------------------------------ Page 2 Application Number . . . . . 07-00001495 Date 5/16/07 Application pin number . . . 030715 ------------------------------------------- Fee summary Charged Paid Credited - Due ----------------- ---------- Permit Fee Total 45.00 ---------- 45.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 45.00 45.00 .00 .00 - -------------------------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: MAY-14-2007 07:01 AM ANCHOR PIER LLC P.01 CITY OF COLLEGE STATION W.11■rmt d' Dnk*PMR$ sm,., ADD APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-35TO (979) 764.3490 FAX WWW.CSTX.GOV DATE, APPLICATION 0 10 TEMP POLE M LOT BLOCK SUBDIVISION SEC/PH BUSINESS/OWNER NAME: me Mxs L `-�� PHONE: - CONTRACTOR/HOMEOWNER: PHONE: Z1 '� 'r Z; 7 CONTRACTOR ADDRESS: Z`fLfCA- OD C,S 7? ELECTRICIAN: PLUMBER: HVAC: GOOD CENTS (Realdentlal only): CLASS OF WORK i ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION " SLAB ONLY DUPLEX (Landscape Plane REMODEL/RENOVATION" SWIMMING POOL Required) 1� lC�.A.A.0P1� /l r DU,CRIPTION OF WORK: 17 STRUCTURE USE P)(Pes e) A,tzA-r,,e HOMEOWNER ASSOCIATION/ARCHITEACTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EA1312R4 VALUATION: $ � = TOTAL AREA: HEATED AREA: (CoWof Labor end Matedala) Q PUBLIC SEWER r7 SEPTIC/TREATMENT SYSTEM SEWER TAP: WATER TAP: r7 OTHER TAP: E] TEMP POLE GARAM TYPE: SIZE SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE TRIPLE IETAA ED CARPORT 0 SIGNATURE OF APPLICANT: 4AA SIZE SINGLE ATTACHED "If proposed work involves new commercial construction or fac6dd Improvements/renovations to an existing commercial property, building elevations are required. ON7Cla1 Ube Only -� S— A/- O 7 C mments: or NO Plans Examiner - Zoning Official MAY-14-2007 07:01 AM ANCHOR PIER LLC 1 P.02 Road Cp110ge Statlon, TX 778e45 office: (678) 890.2020 Date:/ � r1J,�� J t F�tx: (g79) e90-023� f f~ U Y6 PJ � �� c �rn'b C,e.� � Anchor Piers LLC, called Contractor, and � � fie _! � � 1 t.F: n �� tip,,..,,. swner agree that the sum to be paid as follows: -�( after piers are poured, balance on complete on, t' Dntraotor•wlll furnish labor, equipment and materials to perform the following described work to the hereinafter described or structure located at:.` 162 6�� ' c,�,r � Story �.'�'�'��'' Structure Phone (H) (w) _, 'The Work &hall Consist of the Installation of piers with nine inch diameter shafts drilled to 8" to 12', water r 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, assumes no responsibility for any under slab plumbing, It may currently be cracked, broken, deterlo- *,' a .ratgd or may do so in the leveling process. Any repalra, If required are the sole responsibllity of the owner. 3, Jo0,g1tP will be clean of all excess dirt and material. 4 ,Corstraotgr will carryall required insurance. r� ' k'Whon•Inside piers are called for, contractor will patch floors, Patches will be made with concrete to wooden floor lovgl.: Carpet will NOT be stretched. + � w, #rs purfaces such as concrete floors or patios are broken in order to Install piers, Contractor will patch such The patches, however, will not match he color or texture of the original material. Special surface such as Ylagptone, Spanish Tile, Brick or other such special materials will be restored at a cost in addition to pier installa- ' , t4,4VIn foundation leveling, conditions might appear when work is begun that were not visible when estimate was bmJged, 4,.1Qh as, Ineufficlent reinforcing steel in concrete slab, and/or other original foundation structural t ! ?Sty, In such cases the guarantee becomes invalid. S, SPECIAL PROVISIONS: No Subcontractors, i?;, lIP IMI; 8ERVICE AGREEMENT! If any raising Is necessary due to settling during the first five years from date !,completion of the job, Contractor will re -raise the settled area without cost to the OWNER. For additional ydsre, servicing, If required, will be done at the rate of , 2� "-=-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. „;w HII0'A4"P9M1ENT TRANSFERABLE TO NEW OWNERS. NOTIFICATION MUST BE TENDERED IN WRITING 1kkWITHI.Ny0,Q,DAYS OF OWNERSHIP, It is'understo60 agreed that in order to perform the above described work it is possible that sheetrock, wallpaper, or other trlgld matJrlal may crack. Therefore, the above figure does not Include any redecorating, repairing, electrical work or the ,4oplacelnont of any material not called for in this agreement, Contractor upon request from owner, will transplant plants 'and-ehrubs obstructing operations, and replace same, sunftl of shrubs -and plants canngs be auarantalw— tot is un,derstood-and agreed that Contractor will furnish all the labor, equipment and material and will perform all necessary wgrk In t�rinectictn with this job, in a good workmanlike manner, °Th►! t may:'agar extra work to be done not contemplated by the contract. In which event, a separate Agreement for 04ch'�. '",44il be entered between the Owner and the Contractor. No oral representation made by anyone can change ,or mQ0lfy,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, r� _ days from the date shown above. Anchor Piers LLC `-' Qwnsr L n a Z..L A $1 PlqK ;"Am -0 19 cn MEN Now OEM OEM NEW, MAY-14-2007 07:03 AM ANCHOR PIER LLC 1 P.04 d PIED FO UNDA TIO.N DETAILS FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED EXISTING BLAB A BEAM �,..Rt e GRADE N i aHIM&GROUT �— 1" x 1" x 12" SOLID CONC. BLOCK$ EACH WA - -flL I [ AY � br EACH ALL CONCRETE j TO BE 1 SACK Ij W/ 1.112" ROCK !'0" I SIDE VIEW STABLE CLAY w 1"MIN 1" 1"MIN• JACK SPACE �. POUR CAP A FOOTING AT THE SAME TIME 21" � S - 04 (1TIES�^ ��J W/ N9 TIES l 11"O.c. 1-4 4r, 9" DIAM• Tl 20" DIAM. FRONT VIEW