HomeMy WebLinkAboutRMDL2003-03709 1201 MARSTELLER AVE BUILDING PERMITCITY OF COLLEGE STATION
WORK REQUEST
PAGE
1
REQ/JOB:
WF0494213 / 001 PROJECT:
REQUEST DATE:
2/13/04
PRINT DATE:
2/13/04
CREW:
PRINT TIME:
11:21:30
SCHEDULE
ES
LOCATION:
4322 SPRING HILL DR
START:DAT2/13/04
77845
COMPLETION:
2/13/04
GEN. LOC:
COLLEGE STATION LOC ID: 198234
REF NBR:
REQ DEPT:
DE -BUILDING INSPECTION PRIORITY:
NORMAL
REQUESTOR:
STYLECRAFT BUILDERS, INC ORIGIN:
CUSTOMER -WALK
IN
USER ID:
SSTANLEY AUTH: SSTANLEY WORK TYPE:
ROUTINE
3/4" WATER FOR IRRIGATION
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3/4" WATER
FOR IRRIGATION
Category
code CS -CUSTOMER SERVICES CSCS
Task code:
SET UP NEW UTILITY ACCT SET
Facility
ID
Assigned Department: OT-CUSTOMER SERVICE
C1-3 �_lEq
--_♦
BUILDING PERMIT
toCITY OF COLLEGE STATIO
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
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Application Number . .
Property Address . . .
Property ID . . . . . .
R# . . . . . . . . . .
Tenant nbr, name . . .
Application description
Subdivision Name . . .
Property Use . . . . .
Property Zoning . . . .
Application valuation .
. . . 03-00003709
. . . 1201 MARSTELLER AVE
. . . 670800-0000-0580
. . . R49809
REPAIR 8 PIERS
Date 12/15/03 -•-�
. . . RESIDENTIAL, REMODEL & RENOVATION
C H WOODLANDS
. . . RESIDENTIAL
. . . SINGLE FAMILY RESIDENTIAL
. . . 3885
Owner Contractor »
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------------------------ ------------------------
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PHILLIPS, JEFFREY A & LORI R ANCHOR FOUNDATION REPAIR
1201 MARSTELLER AVE KENNETH C TRIPP -�
COLLEGE STATION TX 778402518 2924 CAIN RD
COLLEGE STATION TX 77845 •
M
(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 .1 .....r
SERIAL ZONES 188.00
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Permit . . . . . . BUILDING PERMIT
Additional desc . . GC ;
Permit Fee . . . . 30.00 Plan Check Fee .00
Issue Date . . . . 12/15/03 Valuation . . . . 3885
Expiration Date 6/13/04
Qty Unit Charge Per Extension
BASE FEE 15.00
w
3.00 5.0000 THOU BLDG, VAL 1001-50000 15.00. w
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Special Notes and Comments
MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY --.
WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S
ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS)
y
POST PERMIT CARD ON JOB SITE
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 30.00 30.00 .00 .00
Plan Check Total .00 .00 .00 .00 -
BUILDING DEPT REPRESENTATIVE:
i
APPLICANT:
BUILDING PERMIT
• CITY OF COLLEGE STATION*
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
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Application Number . . . . . 03-00003709
Grand Total 30.00 30.00
Page 2
Date 12/15/03
00 .00
BUILDING DEPT REPRESENTATIVE:
f/)
APPLICANT: `ter
•
APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
(979) 764-3570 (979) 764-3496 FAX
WWW.CI.COLLEGE-STATION.TX.US
ADDRESS/LOCATION: / 90 t MA /25 ; eL-t-r4-
Doke ua. ay
DATE:
APPLICATION #
TEMP POLE #
LOT BLOCK SUBDIVISION SEC/PH
BUSINESS/OWNER NAME: 4,4-z,r/2ie 'j / Inc 4PS PHONE: C et'.�.
CONTRACTOR/HOMEOWNER: AAA: �c1ur�D�eu fkf49ie. PHONE: Z1��2-77
'L
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CONTRACTOR ADDRESS: z�Z 4 C F{-/ ,,� 2p C, SCE{-/ � �p C, S
ELECTRICIAN: PLUMBER:
HVAC:
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 v REMODEURENOVATION SWIMMING POOL
Req)
DESCRIPTION OF WORK:
STRUCTURE USE:
HOMEOWNER ASSOC IATION/ARCH ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL:
TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ
VALUATION: $ J? SSS TOTAL AREA: HEATED AREA:
(Cost of Labor and Materials)
❑ PUBLIC SEWER
❑ SEPTIC/TREATMENT SYSTEM
❑ SEWER TAP:
JILC
❑ WATER TAP:
SIZE
❑ OTHER TAP:
SIZE
TEMP POLE
NUMBER OF BEDROOMS:
NUMBER OF BATHROOMS:
INTERIOR WALL TYPE:
EXTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
GARAGE TYPE: SINGLE
a DOUBLE
F-1 TRIPLE
ATTACHED
� DETACHED
a CARPORT
SIGNATURE OF APPLICANT:
��—�,/
Official Use Only
k-lutirmlents:
eq (YES'9r NO
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
2924 Cain Road
College Station, TX 77845
Office: (979) 690-2020
Fax: (979) 690-0235
Anchor Piers LLC, called Contractor, and
AGREEMENT
Date:
Owner agree that the sum
of $ - _ , 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: 12-<- I `� c ' L! Story 7 Structure
Phone (H)
1. The work shall consist of the installation of `'`� 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. - ; 4 1172
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 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 days from the date shown above.
Anchor Piers LLC
Owner
Msnager
PIER FO UNDA TION DETAIL
FOR REPAIR ONLY TO DAMAGED FOUNDATIONS WHERE SPECIFICALLY DESIGNATED
EXISTING SLAB & BEAM
GRADE
H
W_
Q �c
> 1 j
SHIM & GROUT
4— 8"x8"x12"
SOLID CONC. 1"MIN. 8" 1"MIN.
BLOCKS
JACK
01 SPACE
6 - #4 RODS • T
POUR CAP &
3 EACH WAY FOOTING AT
THE SAME
TIME
ALL CONCRETE ol
TO BE 5 SACK
W/ 1-1/2" ROCK
2'0" 2.2"
W— 3 - #4 VERT.
C < W/ #2 TIES i 18"O.C.
d CC
4
a �
0
I
O 3
W
O -j 9" DIAM.
Q m
< O
O O
1 I
STABLE
CLAY
20" DIAM.
SIDE VIEW FRONT VIEW
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6;"
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