HomeMy WebLinkAboutRES2008-01682, 08-1683WF1043672 / 061 City of College Station
s- • PAGE 1
REQ. DATE: 06/05/08 06/05/08 15:55:12
LOCATION: 15552 CREEK MEADOW BLVD N LOC ID: 212202
REQUESTOR: LONESTAR CONSTRUCTION ORIGIN: CUSTOMER -WALK IN
REQ USER: ACARTER AUTH USER:ACARTER WRK TYPE:
SWR 4"
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 06/05/08 SCHED COMPLETION: 06/05/08
********************************************************************************
JOB ORDER RESULT COM4ENTS
PREPARED 3/03/09, 12:08:53 INSPECTION TICKET PAGE 2
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/03/09
------------------------------------------------------------------------------------------------
ADDRESS . : 15552 CREEK MEADOW BLVD N SUBDIV:
CONTRACTOR LONESTAR CONSTRUCTION PHONE (979) 680-0551
OWNER . . PHONE
PARCEL . . 211650-1204-0030
APPL NUMBER: 08-00001682 RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01 6/16/08 BI BLDG, FOUNDATION -SLAB TIME: 17:00
6/17/08 CA June 16, 2008 9:10:59 AM acarter.
tuesday morning please
B100 02 6/18/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00
6/18/08 AP June 17, 2008 4:01:03 PM acarter.
Wednesday Afternoon please
B120 01 6/26/08 BB BLDG, FRAMING -PARTIAL TIME: 17:00
6/26/08 CA June 26, 2008 11:05:57 AM glsouth.
APA FRAME
Doesn't need APA framing. Plans call for Simpson panels,
which are installed.
B115 01 7/21/08 OC BLDG, FRAMING TIME: 17:00
7/21/08 AP July 21, 2008 10:51:34 AM acarter.
B130 01 7/23/08 OC BLDG, INSULATION TIME: 17:00
7/23/08 AP July 22, 2008 1:26:57 PM acarter.
Wednesday afternoon please.
B125 01 2/27/09 BI BLDG, FINAL TIME: 17:00
2/27/09 CA February 26, 2009 8:25:19 AM kgreen.
FRI AM
B125 02 3/02/09 BB BLDG, FINAL TIME: 17:00
3/02/09 DP March 2, 2009 8:06:51 AM glsouth. / G
Exhaust fan, in utility room, needs to be duct out attic.
B125 03 3/03/09 BI BLDG, FINAL TIME: 17:00
March 3, 2009 9:05:06 AM ccourt.
-------------------------------------- COMMENTS AND NOTES ----------------- -
Jun 18 08 02:59p Toni Medina (972) 875-1398 p.2
gineering, LLC
401 S. CLAY STREET. ENNIS. TX 75119
June 18, 2008
City of College Station
Attn: Chris
College Station, TX
Subject: Trinity Custom Homes,
Regarding 15550 & 15552 Creek Meadow Blvd, College Station. Our authorized
inspector has approved the slab and we have reviewed pictures from the builder to
confirm the placement of the plumbing meets our specifications. Our specification
"Plumbing may cross beams but not be placed in beams" is intended to mean not in the
beam running parallel.
Sincerely
e., �, .y� a-..—
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.EN(;R (36471 - FAX: 972.875.1398 - E-MAIL: inroCrbWoundatlons.com
Jun 17 08 01:58p Paul Williams Land Survey 9797797672 p.3
Lot 6
Lot 5
R 375.00'
D- f0?5 55'
1-68.28'
T=34.2J' — — —
LC=6B.18'
R11 " Iron CB=N 8rO454' E
Fnd. (Cal! and Actual)
20' P.U.E.
80281248
_ -I ----------------- f--
Q
U �
V
Scale: I' - 20' p v
� o
N
3 3
Lot 4
a�
0
� 2
r
I
10' X 40'
P.U.E. 1r-
8028/248 I
I
_J
r---- 8 8thock
Lot 3 i
f J.6
I 14.2' I
I � I
4.5' I
I 4.0' iq
12;1 Ary J,
1 8.0'
I
h I
Forms j
I � 1
-1 I
I I
�-1 52' I
I 1
7 , 19.4'
11.7' 7,0,
L_ 8028 248
N. N.
Lot 7
�, i Rod Fnd.
R I J.00" 0=f0'3076'
L-46.40'
1/1' Iron T 2J,26'
Rod Fnd LC 46.3J' J/2" Gan
CB-S ArI6:28" W Rod Fnd
(Call and Actual)
15552 Creek Meadow Boulevard North
Form Survey
Prepared for. David Adome
Lot 2
Being al/ of Lot 3 (INREE), Block 4 (FOUR), CREEK MEADOWS SUBOMS/ON, SEC77ON 18, PHASE 1,
an addition to the City of College Station, Brazos County, Texas, according to the plot recorded in
Volume 8028 Page 248 of the Official Records of Brazos County, Texas.
4 Paul Williams Registered Professional Land Surveyor No. 574J do hereby certify that this plot
represents the results of o survey performed on the ground, under my supervision on
June 4, 2008, and is true and correct to the best of my knowledge.
/ further certify that no improvements on this property encroach on adjacent property, nor do any
improvements on adjacent property encroach on to this property, except as shown.
PAUL I WILLIAMS
LAND SURVEY/NG U U.
307 South Main Street, Ste. 206
Bryan, iX 77803
979-779-7670
Fax 979-779-7672
pwlandeurveyi n gOea rthlink.net
Notes:
North orientation is based on rotating the north
line to plat calls in 80281248.
This survey was prepared without the benefit of a
title commitment.
k:/p wft oldients/2008/8190. dwg
APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
CI-7 OF COLLEGE STATicw (979) 764-3570 (979) 764-3496 FAX
I'(nrsxine � I)�+r(uprun+r Gruin
WWW.csTX.GOV
DATE: (Y • 1 O&CC REG
APPLICATION # Q
TEMP POLE # O �+•
ADDRESS/L ATION: 1555 c- UAL 1 { FCclAcu-) 1 V .
LOT BLOCK SUBDIVISIONJe--L ff)EGdW 6 -XLb `/SEC/PHI ON�.
1 BUSINESS/OWNER N M : LoNe_t)yar QJ► r4 uOR, (�.4 1 1 — PHONE'q�`1-4 1-11 O
CONTRACTOR/HOMEOWNER'�L DOA `Fk �ame. PHONE. hol -41z`
' 11 l rl
CONTACT PERSON FOR REVIEW COMMENTS: PHONE:
' FAx: CV1q-k6w-C7551 EMAIL: (.� adome_a D'a . COM
ELECTRIIICIAN:j 1 ��' C l� PLUMBER: ek.), cy
„(�
HVAC: C+A't � GOOD CENTS (Residential only): f f C
ACCESSORY/STORAGE 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" TENT
RETAINING WALL ' (�� -, DESCRIPTION OF WORK: Neu w `-A bT` uck nw
PROPOSED USE: Sl"'oy Lry1y
STRUCTURE USEA?t-' JId e 1tCe.
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL:
TEXAS ACCESSIBILITY STANDARD (TAS) PRO ECT REGISTRATION NO. EASPRJ�C� (�
VALUATION: $ 10�9 ,C - TOTAL AREA: 1HEATED AREA: 1500
(Cost of Labor and Materials) 2
V` PUBLIC SEWER NUMBER OF BEDROOMS: J
SEPTIC/TREATMENT SYSTEM
SEWER TAP:
WATER TAP:
' OTHER TAP:
****�RTEMP POLE
GARAGE TYPE:
1�
NUMBER OF BATHROOMS: 2_.5
�( U
`"1' INTERIOR WALL TYPE:
3 SIZE � t'
bo W EXTERIOR WALL TYPE:
s1
FOUNDATION TYPE:
SIZE
Zv ROOF TYPE:
SINGLE DOUBLE is[ TRIPLE
ATTACHE D,ETACHED CARPOR
SIGNATURE OF APPLICANT: ► '
`If proposed work involves new commercial constFuctiolrerl6cade impr ments/renov
commercial property, building elevations are required.
............................................................
� � _ �V U � Official use Only
6" f &tf#L4 51 J Plans Examiner
-- Ga't4AA w 1H
Zoning Official
to an existing
Comments:
ES r NO
Energy Code Compliance Information
% Glazing of exterior walls 3 ✓
Insulation R value of exterior wallsi-
Insulation R value of ceiling I (flat areas)
Insulation R value of ceiling 2 (vaulted areas/no attic)- 30 ✓
Glazing SHGC (Solar Heat Gain Coefficient) .2.�i /
Glazing U-Factor O. ='�
R value of ductwork - (,
A/C SEER Rating 13 ✓
Protection Against Subterranean Termites
Chemical Termiticide Treatment (Soil Treatment)
❑ Chemical Termiticide Treatment (Field Applied Wood Treatment)
❑ Physical Barriers
❑ Other
* Verification of Application shall be submitted to the City of College Station
Building Division prior to issuance of the Certificate of Occupancy.
68.225'
46.33'
15552 Creek Meadows Blvd
PLOT PLAN
LOT 3 BLK 4
CREEK MEADOWS
COLLEGE STATION
BRAZOS CO.
TEXAS
Lonestar Construction
PLAN # 1500
Creek Meadows
Lot 3 Blk 4
15552 Creek Meadow Blvd
College Station, Tx. 77845
1
1
14' 2" 4' 6" 8' 0" 9' 8"
3•u^. s�o° ro-x S6.
I I
I = I
� I I
MAST4R SU TEI
SLOPE CLG 8'- 10' I o
_ 2' 8" 4' 0" 3' 0"
o
0 8' CLG _
8' 67 ' 1/4" 2' �•o-xso^
J•
a
x
,D g
n44-
FAMILY
BREAKFAST
8' CLG 9' 6e
10' CLG
a
T 8 1' Q I
KITCH
I v
8' CLG '
BDRM 2 ®°
SLOPE CLE 8'- 9' q
11' I 1 /4" - -
fV
511101, 3' 8" IT 8 3/4" 6' 6" 310'
I 1' 7 1 /4" 6' 3 1!2" 3' 7 1 /4" 5' 10"
I
I w
I t` O Tg" tV
v
-
e" " ENTRY
10' CLG = ATTIC Ls
" ? STAIR
II �
® a GARAGE
------------
- - FOOTAGE
T 5 I/4 4' 2 3/4" LIVING 1500 —
Tn� Ri -
s BD�-LM 3 gafdA5
I I
i COPYRIGHT 2007
I I
19' 6"
3.0' 5' ^ I 36' 4i{"
04t*w esON
IAo rs fvo-A Ai�ll t eI1-
a�.1 N.
I
�*-Jljlsl 67CLON
1
1
3T , 5' 0' 3' V 5' 0'
MASTER SUITE /
SLO�E CLG 8' - 10'
1 I
I I
I
8' CLG A0�
I 1 Y Q ,50^
_________�_ l'01a 5'0' 3'01a 5'0'
i
BREA14ST
F\AMILY / 8' CLG
CLG-------------------
"
a i
BDRM ® P
SL ECLE8'-9' /
I
�\ W2'K"
W.
Dors^ � W • `� D
n¢
" ENTRY srR�IL
- ----- I O' CLGG GARAGE /
au 8'CLG
I�OI�
----------------------------------------
1
131)
SLOPE+CLG8' 10'
di
01, I/
3'0'a50- COPYRIGHT 2007
ELECTRICAL
SYMBOL
ceiling fan spotlights 1
fluorescent fixture
vanity bar light
Q
wall mount I
Q
fan
light
outlet
outlet gfi
smoke detector
s
switch
$
GRANULAR FILL
#4 BARS @ 12" O.C.
BRICKLEDGE;
SEE GENERA.
GARAGE 2- #5 BARS
BOTH WAYS
2 LAYERS - MASONRY
OMIT FOR
2- #5 BARS
2- #5 BARS NOTE
FINISH SLAB
DROP TOP
1 LAYER - METAL F.P.
SIDING WALL
TOP FINISH SLAB
TOP TYPICAL
L
OPTIONAL
r�N
NONE - VENTLESS F.P.
I- ,
�''
O Q
I I I la$ I I-1 11=1 I I
11
o
II-"
_
Il I �11
#3 SUPPORTS �- I- I-1 I k
,, :f=.,• : ' I h
���-li = -- L' o
�I I I -III I I-
W
N
Qm-II
a
I 1=1J=
I -I J ° ° II-
°"
a z
-III
I -II
III_ #3 SUPPORTS
@ so" O.C. - II III -I
=III - I -II"
11�1I ° III,
-III IL-
J W
Z) 2
`�
_ ° ° a Z
III I=III' � Y
°Q
a: -
J LL
JII
II-' @ 60" O.C.
TYPICAL -III III-
#3 SUPPORTS II
° ° IIL- �
} z
°
II°n
'I I
I ° °
_
�IIII
'I
III TYPICAL
3- #5 BARS
3- #5 BARS
BOTTOM. CONTINUOUS
@ 60 O.C.
TYPICAL
CONTINUOUS
_j m
�-
SEE PLAN FOR z g
FIREPLACE W �
p
Q _
o ¢ U
a 2 o
a
w
BOTTOM.
TYPICAL W VAPOR BARRIER
3- #5 BARS W VAPOR BARRIER
cn
DIMENSION Q ¢
a W
w a
TYPICAL
TYPICAL
BOTTOM. TYPICAL
a
o
N x
TYPICAL
DETAIL "E" rn
T m
DETAIL "A"
DETAIL "B"
DETAIL "C'I
BAR REINFORCING TO START
2— #6 BARS MAY BE
MINIMUM 5" FROM EDGE I
SUBSTITUTED
BRICK LEDGE 2_ #5 BARS
WHEN APPLICABLE 2-
FOR 3— #5 BARS
TOP
FINISH SLAB
I
rTN
Z a °
CORNER BARS
BOTTOM INSIDE ONLY
APPROX. 45 DEGREE ANGLE
BRICKLEDGE
o #4 BARS
°
#3 HAIRPIN BAR CENTERED
=1 I III=11�1-1 II I I I I' `
WHEN
Q ¢ @ 12" O.C.
6a a , I
AT CORNER 12" FROM EDGE
APPLICABLE
o 5 BOTH WAYS
a
_
° ° ° —
_—_
—
I ° III=111-
11= ° L=1 I� 3- #5 BARS
I I I I
2- #5 BARS
TOP
I
#3 SUPPORTS ° I d °I W
@ 60" O.C.
a
a d° a BOTTOM
rTN IL—f
�I UNDISTURBED
i =11I— 11111� SOIL
°zo
N
—
_ _
•-1 — ° , �i i
°
l I
--
°
°a
° a
2- #4 BARS VERTICALLY
SPACED 12" O.C.
AS
-1 I I
1�11=L-1�J-III=11 III-
III—III—IiI—III=f 11=1�1=11 Imo'
CORNER BARS
°
iz"
@
_ a a III= REQUIRED PER BEAM
DEPTH AS REQUIRED
-III,�III I I
TOP &BOTTOM
1
TOP VIEW
PER BEAM DETAIL
AT CONTRACTOR'S
—r I
SEE PLAN
_
OPTION BEAM
WIDTH MAYBE
3- #5 BARS�2
3'-0° MAX. w BOTTOM.
TYPICAL
_
T�N
NOTE: IT IS IMPORTANT TO USE THIS DETAIL WHEN
EXTENDED TO DETAIL 'IF"
° � a
I 1
- _ -_ _ _
-
THERE IS A 4' OR LESS SLOPE IN THE FOUNDATION
FOOT PRINT AREA. TO INSURE THAT SETTLEMENT
FORM. REINFORCE
I I #3 SUPPORTS
WITH 2-#5
°
pf @ so" O.C.
I
DOES NOT OCCUR, THE BOTTOM OF THE
BARS BOTTOM
°
_ -'
SIDE VIEW
PERIMETER BEAM MUST PENETRATE
UNDISTURBED SOIL A MIN. OF 12"
TYPICAL CORNER
STIFFNER BAR
CONCRETE SLAB CORNER
DEEPEN BEAM
(THIS REBAR PREVENTS CONCRETE
BARS DETAIL
CORNER BREAKAGE WHEN BRICK LAYER
DETAIL
DOES NOT USE POLY UNDER BRICK)
(CORNER BARS TO BE SAME SIZE OF BEAM BARS)
NOTES:
co
JK\�\zttl = o N
1. SLAB THICKNESS, BEAM SIZES, AND
,r S* • `�'��ti It N
DIAGONAL:
A
REINFORCEMENT REQUIREMENTS SHALL BE AS
,��P' :z: /`�tir1 o o
73'-0 3/16"
SPECIFIED BELOW.
:o:� 0 %1 z ~ cn
2. 4" OF CUSHION (LEVELING) SAND UNDER:�:0)
w: < a a LOD
\
CONCRETE SLAB IS RECOMMENDED TO ACHI
.�:� : oz� ¢ 3 a
LEVEL SURFACE.
I I 1 tX001y
Q. r
�3.
BOTTOMS OF ALL EXTERIOR BEAMS SHALL
�,�co W-
INCHES I
A OL
02),IL, ORilt\\\�
~ ° 0
I
COMPACTED12
SELECT FILNIMUM
1 I 1 (IDLIESS THAN 1STURBED
I I I
��`�~
0 a
I
SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED
II I
I
I I I STANDARDS SUCH AS THE STANDARD PROCTOR
- - -
DENSITY IN ACCORDANCE WITH ASTM 698. THIS IS NOT
- - - -
U)
r
I
r r
II II I APPLICABLE WHEN USING PIERS.
o
LU
I
I I l l I F 4. ALL FORMS SHALL BE STRAIGHT AND WELL
U r
O w
I
I I I I I #3 BARS @ SUPPORTED
A 5. ALL CONCRETE SHALL HAVE A DAY MINIMUM
rr W N
�
O
I 00
I I I I I 12"O.C.E.W. 28
J
I
I I I I I COMPRESSIVE STRENGTH OF 3000 P.S.I. AND BE
O Z r� F- 0 rn
�
w m z
I
L
I
J L J COMPLIANT WITH LATEST EDITION OF AC 318.
LL O = � X rn
O
_ - - - -
r
- _ _ _ _ - - - - - 6. CONCRETE SHALL NOT BE PLACED WITH SLUMP
f r
Z - I-
w p U
I I GREATER THAN 5 INCHES. WATER SHALL NOT BE
I
- w z w
LU Q O~
JO Q O
1
I
I I I I I I ADDED TO CONCRETE AT JOB SITE.
I I I I I I I
_O
� ~ a H Q
w
U��
I N
7. ALL CONCRETE SHALL BE PROPERLY
I I I I I I I
(n C7 Q 0
�
00 Y m
I °'
I I I I I CONSOLIDATED ESPECIALLY AT ALL CORNERS.
LU Z 5 z'cn
w
1
I I I I 11 8. PROVIDE A 6 MIL POLYETHYLENE MOISTURE
pQ
U 2 w
� ZO
I
L-----
11 I I I I I RETARDER BENEATH SLAB AREA.
- JL - - ---- JL-------I--- - - - - -J
UJI N w Q
O
U F=
-
- 9. ALL BEAM REINFORCING SHALL EXTEND TO WITHIN
-------- --------I
C �- - N
�
r-----
r-----
I ,�
12 OF EXTERIOR FORMS.
O
V Z U
m � (n
T
I 10. ALL
FOUNDATION REQUIREMENTS: ERENOFORCNGSHALL RCING TO BE OBE
¢U
Z
w
~O
=
I N
I I I I I I 111. BEAM TIED AND
I
ZO
O
w
r�
I
I I I I I I A 1. THICKNESS T= 5° SUPPORTED EVERY 4'-0" MINIMUM, STARTING A MAX.
U
J JO
(o
I
I I I II I I 2. SLAB STEEL - #3 BARS @ 12°O.C.E.W. OF 12" FROM END OF FORM BOARD.
U
ao U
9 4'
1 u t\ 17' 8 u 9 4 3. BEAM WIDTH W = 1 Q" 12. ALL #3 BARS SHALL BE 40 GRADE STEEL AND ALL
LJ L \\_____ L___-_--J
O
L___--___
------- #4 OR LARGER BARS SHALL BE ASTM A-615 GRADE 60.
-- ---I 4. BEAM DEPTH D = 32"
r-----
1 r-------� r--------1 13. LAP ALL BAR REINFORCING 30 DIAMETERS.
~
I
I I I I I I I 5. BEAM STEEL - TOP: 245 14. PROVIDE CHAIRS OR OTHER SUITABLE SUPPORTS
w T
w T- u.
O
`�
DROP i BOTTOM: 345 OR 246 FOR SLAB REINFORCING.
� O
Oco
I
I
I I I I I I 15. PLUMBING MAY CROSS BEAMS BUT NOT BE
1 1 I I I I 6. AREA = 1898 SQ. FT.
Lo
1
I I i I 7. EST. CONCRETE = 80 YDS. PLACED IN BEAMS.
I I I I \ I I 1 16. GARAGE AND PORCH SLABS SHALL BE SAME AS
o
LL
ICC
L-_____
L_--___J L______-_J L_______J THE HOUSE SLAB.
U
F-----
__J
1 F--------1 F------- �\� I-'-------1 17. ALL REINFORCING TO HAVE A MINIMUM OF 1
I
z
IJj
I
1 CONCRETE COVERAGE.
I I DROP 1 1 I
0
0
0
I -
II II II w l
I 18. DRAINAGE DRAINAGE DRAINAGE: THE FINAL
0
b
N
O
Uo
II
w OTOUTIOSccm"
n GRADE AROUND HE FOUNDATION HALL BE 8"
II II
co
O
LOETPO° ATIO
I I I I W FOUNDATION AND SLOPE
¢
z
L_-___
--z
_J L- _-J L________J L__ J AWAY FROM THE FOUNDATION AMINIMUM OF6"IN�
O
_
r-----
I
-1 F- r---- ----i F-- ----� l6-0".
II A I II I
a
�
s
U¢
lw-
>
w
O
I
I
I I I I I I
I I I o I I I 19. TO INSURE PROPER DRAINAGE AS STATED ABOVE,
0
cn
0
Im
Q
C THE ELEVATION OF THE TOP OF SLAB SHALL BE A
I 0)I
I I I I I MINIMUM OF 12 INCHES ABOVE THE HIGHEST NATURAL
J E
I I F _ _ J L _ _ _ _ _ _ _ J GRADE ELEVATION AT THE PERIMETER OF THE SLAB
E a
L _ _ _ _
_ J L _ \ 20. ALL GRADE BEAMS AND SLAB AREA SHALL BE
w °' (o0 0
FREE OF ANY STANDING WATER AT THE TIME OF
L- , co , o °'
CONCRETE PLACEMENT.
A
to r- � ^ }, E
N co coma,
-c
A
21. AT OWNERS / CONTRACTORS OPTION, BRICK
g n N @a
MAY BE INCLUDED OR OMITTED AT EXTERIOR
U z rn o E
36-4 DOOR OPENINGS.
0)LEDGE
c: uj z ui m
w
22. THIS PLAN IS FOR FOUNDATION ONLY WHICH
W F
w
SPECIFIES BEAM AND SLAB STEEL. SET FORMS BY
Q 3 E
FLOOR PLAN.
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning 6 Development Services COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
PLAN REVIEW/PERMIT NUMBER#
DATE: O
le
BUILDING ADDRESS:
Ss� C�t.¢elt av /?
I. Foundation Requirements- Minimum City Foundation Standards
N
A.
Concrete minimum compression strength of 3000 PSI
B.
Minimum four 4 inch slab thickness
C.
Vapor barrier Emil. Poly min.
D.
Slab/beam or pier layout shown
1. Footings/beams are continuous over the length and width of foundation
2. Footings 30" exterior, 24" interior, unless over 60' long must be 30"
3. Spacing of beams does not exceed 15'
E.
Reinforcement details to meet minimum requirements
1. Slab reinforcement and Beam Reinforcement
F.
Protection Method used for Termites.
G.
Wood foundation details indicated
O
II. Framing: Floor, Wall, Ceiling and Roof Requirements
K
A.
Girder or sill dimensions, grade & species
B.
Floor joist size, spacing, grade & direction of span indicted on plans
C.
Treated sill plate or bottom plate
D.
Tenant separation in duplex
OK
1. One -hour rated extending to roof deck
OK
E.
Header sizes indicated on plans
N
F.
Emergency bedroom egress
1. Exit direct to outside
2. Operable window
a. Twenty 20 inch clear width by twenty-four 24 inch clear height
b. Maximum sill height of forty-four 44 inches above finished floor
G.
Operable bathroom window required when mechanical ventilation is not provided
H.
Stud grade andspacing
I.
Exterior wall details
1. Sheathing indicated on plans for Wall Bracing
2. Moisture barrier indicated on plans
3. Exterior Wall Covering
J.
Roof framing Ian or elevation shown
K.
Ceiling joist size, spacing, grade and direction of span indicated on plans
L.
Attic access location and size indicated on plans
M.
Span exceeding code tables must be engineered
N.
Rafter size, spacing, roof slope & purlin bracing if required to reduces an
0.
Roof covering
P.
All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade &
location indicated on plans
Q.
Tempered Glass required in all hazardous locations
R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only
S. All walls within 3' of property line to have protected openings.
10WOK
OK
M
CITY OF COLLEGE STATION
Planning d Development Services
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
III. Stairway Requirements
A. Stairway Details
OK
1. Maximum riser height 7-3/4 inches
2. Minimum tread width 10 inches
3. Stairway risers are uniform 3/8" Max. difference
4. Stairway width not less than 36 inches
5. Stairway headroom not less that six ft. eight 6'-8"
B. Winder details
1. Treads a minimum of six 6 inches on narrow edge
2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the
narrow edge
C. Spiral stairway details
1. Riser height less than nine and one-half 9-1/2 inches
2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12)
inches from the narrow edge
3. Stairway width not less than thirty-six inches
4. Headroom required not less than six ft six 6-6 inches
5. All treads must be identical
D. Guards/handrail details
1. Guards required when a porch, deck, balcony or landing is thirty (30) inches
above grade or finished floor
2. Handrails are required on stairways located two or more risers above floor/grade
3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the
leading edge of the tread
4. Handrails must not project more than four & one-half (4-1/2) inches into width of a
stairway
5. Guards must be a minimum of thirty-six 36 inches above finished floor
6. Guards & handrails along open-side(s) of stairway must have intermediate
railing or uprights that prevent the passage of a four 4 inch sphere
IV. Fireplace Requirements
K
A. Hearth extensions
1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward
2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward
B. Masonry fireplace requires 2" clearance from all combustible materials
C. Chimneys must meet IRC Chapter 10 Requirements
V. Electrical Service Requirements
A. Electrical plan to include:
NjAIr
1. Electrical fixtures & switches indicated
2. Smoke detector locations indicated as required
3. GFI circuits indicated where required
4. Arc fault protection for bedroom circuits
5. Panel location
0 (*f/q"
CITY OF COLLEGE STATION
Planning cr Development ServiaJ
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
VI. Plumbing Requirements
A. Pressure reducing valve required when water pressure exceeds 80 psi
NA K
B. Plumbing access to bathtubs
C. Means for thermal expansion provided when required
D. Water heaters elevated 18" when installed in the garage or room directly off garage
VII. Mechanical Requirements
NlLkPIV
A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to
outside excludes ductless units)
r
B. Attic installed H.V.A.C. requirements:
1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment
must be provided
2. Attic access located within 20 feet of equipment
C. Combustion air supplied for gas appliances when required)
VIII. Energy Requirements
N
A. Compliance software worksheet MECcheck submitted, or
B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc.
Zoning Ordinance Requirements — Ordinance 850
Nq K
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
N
Maximum drive width for residence is 25' combined for circular and 12' minimum for single
Minimum 20 feet from driveway to side(intersecting) street property line sight triangle
Driveway access to lesser street for corner lots
Subdivision Regulations — Ordinance 690
N
Approved subdivision
Plat filed
Floodplain Regulations — Ordinance 1301
N
Does not block any water course or divert any flow
Elevation certificate needed
K
"APPROVED PLANS PER IRC SECTION R106.3.1."
4AO�._�
PffATsIS EXAMINER
DATE
MAR-06-2009 14:20 From:9797744736 To:7643496 Paee:2,2
dOV, 1 (0 �0)
�J
TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT
Property Qwner:
LONE STAR. CONSTRUCTION,
15652 CREEK MEADOW. BLVD.
1898
Percentage of 'de`$, to be applied at this location:
Iyp2 of Treatment: Full Partial XX Vertical XXM
HorizontallPerlmeter Beam„ XX
• 1 � • . e =zi 11H •
;111'�I i R ► i•• �I�90m mo,
A LABEL FOR ANY OTHER PESTICIDF. RFCOM$NDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (IF ANY)
INCLUDING AREA COVERED, TIME PFRIOO OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE-
TREAT FOR TEPmTE INFESTATIONS OR RFPAIR DAMAGE CAUSED SY TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDITIONS THAT
COULD DEVELOP AS A RESULT OF THE OWNFR'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED.
Charges for pre -treat:
NOTES: Annual re-newal:
f0, WV AMN I ff W
11,W
$328.73
$120.00
32129 PT
Cm or TWOPOm SPCB 1110
611412008
nt" PT
WO
MAR-09-2009 16:31 From:9797744736 To:7643496 Pase:1,'2
Ace Pest Control
T.P.C.L.# 7120 PT
PO BOX 4474
BRYAN TX, 77805
(979) 823-7777 urfice
(979) 774-4736 fax
Fax Cover Sheet
�
To: Ef� � 1
O S �t C--�,- nwnber of pages including cover page L
Phone:
Fax: i(,.4-` -:�¢9 (a
From: ACE PEST CONTROL
Date: 3 (,) 1 ° C�
Remarks: lcwv c srfr� a v 5 oi
155 S Z.r Ca-e:rs k,-- rn&f-p64J &I- y.D
Thanks
4s�
Ace Pest Control
MAR-09-2009 16:31 From:9797744736
To:7643496 Pase:2,2
Zq
�m
Ace Pest Control
PO Box 4474
Bryan TX 77805
Bill To
Service
Date
LONE STAR CONSTRUCTION, LLC.
2602 WINGATE CT.
COLLEGE STATION, TX_ 77845
Type Of Service
STATEMENT
Date: March 9, 2009
979-823-7777
TPCL 712OPT
Professional Services At An Affordable Price
6/14/20U8 15552 CREEK MEADOW BLVD. SLAB PRETREAT
.06 BIFENIHIiIN SOLUTION 90 GALS
1.30 Days 31-60 days 61-90 Days
Current
Date 2120109
Amount Due
Amount enclosed
LONE STAR CONSTRUCTION, LLC.
All bills DUE on or before the 101h of the month
following date of service. Service Charge of
1 1/2 % per month (18°% per year)
Added to Past Dues Accounts. THIS PORTION IS
FOR YOUR RECORDS. YOUR CHECK IS YOUR
RECIEPT
Please return this portion with payment
Remittance
thank you for your business
Amount Due
AddieSS:
ACE PEST CONTROL - TPCL#7120PT
P.O. BOX 4474
BRYAN, TX. 77605
' 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 . . . . . 08-00001682 Date 6/05/08
Application pin number . . . 904680
Property Address . . . . . . 15552 CREEK MEADOW BLVD N
Property ID: - -
R #.
Application type description RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation . . . . 106000
Owner
Contractor
------------------------
------------------------
LONESTAR CONSTRUCTION
P.O. BOX 9606
COLLEGE STATION
TX 77842
(979) 680-0551
--- Structure Information
000 000 SINGLE FAMILY
Construction Type . .
. . . COMBUSTIBLE (UNPROTECTED)
Occupancy Type . . .
. . . RESIDENTIAL-SFR/DUPLEX
Other struct info . .
. . . A/C SEER RATING
13.00
CEILING 1 R VAL. (FLAT)
30.00
CEILING 2 R VAL-NO ATTIC
30.00
DUCT R VALUE
6.00
EXTERIOR WALL TYPE
BRICK
IMPACT/PRORATA FEES PAID
NA
FOUNDATION TYPE
SLAB
NUMBER OF GARAGE BAYS
2.00
TYPE OF GARAGE (ATT/DET)
ATT
. GLAZING
13.00
GLAZING U-FACTOR
.54
HEATED'AREA
1500.00
INTERIOR WALL TYPE
SHEETROCK
NUMBER OF BATHROOMS
2.50
NUMBER OF BEDROOMS
3.00
EXTERIOR WALL INSUL R VAL
13.00
GLAZING SHGC
.29
SEWER TYPE
PUBLIC
TRAFFIC IMPACT ANAL (TAZ)
4410.00
----------------------------------------------------------------------------
Permit . . . . . .
BUILDING PERMIT
Additional desc . .
AC
Permit pin number .
578070
Permit Fee . . . .
478.00 Plan Check Fee
.00
Issue Date . . . .
6/05/08 Valuation . .
. . 106000
Expiration Date
12/02/08
--------------------------------------------
BUILDING DF/PT REPRESENTATIVE:
----- -
��
----------
APPLICANTA
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
Page 2
Application Number . . . . . 08-00001682 Date 6/05/08
Application pin number . . . 904680
Qty Unit Charge Per Extension
BASE FEE 460.00
6.00 3.0000 THOU BLDG, VAL 100001-500000 18.00
Special Notes and Comments
-Engineered Foundation
-Narrow Wall Bracing Fully Sheathed with Interior Anchors
and Bracing at Back Door Area and Simpson Panels at each
side of garage entry.
*ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING
UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTERS)
*PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS
METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION
AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE
CONCENTRATION, RATE OF APPLICATION AND TREATMENT
METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL.
BORACARE TREATMENT IS A SUITABLE SUBSTITUTE.
ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED
SILL PLATES. PROOF OF METHOD TO BE USED SHALL BE RECEIVED
IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
ISSUED.
*PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER
CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE
*Surface Drainage Shall Be Diverted to an Approved Point of
Collection. Lots Shall Have a Grade Fall Minimum of 6"
inches Within the First 10' feet Away From the Foundation
Walls.
*ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical
Code & LOCAL AMENDMENTS
*ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL
PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET
*MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY
WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S
ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS)
MAKE SURE TO INCLUDE REBAR SLAB GROUND
*ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL
RESIDENTIAL CODE
*PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER
*ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER
PENETRATIONS SEALED
*Assure Proper GFI Locations, Including One Within 25' Of
A A w . f .
------------------------------------------- +------�� �- ��.�.------------
BUILDING D T REPRE ENTATIVE : {�J. Q✓a"�
APPLICANT:
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
----------------------------------------------------------------------------
Page 3
Application Number . . . . . 08-00001682 Date 6/05/08
Application pin number . . . 904680
----------------------------------------------------------------------------
Special Notes and Comments
Outside A/C Unit
*PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO
BE ELEVATED TO ALLOW FOR ATTIC INSULATION
*Wall and Ceiling Insulation are as follows respectively.
If Wall to Window Ratio is up to 15% the Values Shall be
R-13 and R-30, above 15% the Ceiling Insulation is Increased
to R-38.
*ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED
IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING
CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A
MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM
ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING
*IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR
TO CERTIFICATE OF OCCUPANCY.
*REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT
*A Minimum of No. 15 Asphalt Felt or Other Approved Water
Resisitive Barrier Shall be Placed Over All Exterior
Sheathing Per 2006 IRC Section R703.2
* THE MAXIMUM ALLOWABLE RESIDENTIAL DRIVEWAY WIDTH MEASURED
AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12'
*DRIVEWAY DISTANCE FROM CORNER: "NO RESIDENTIAL DRIVEWAY
SHALL BE CONSTRUCTED WITHIN TWENTY FEET (201) OF THE
CORNER OF A STREET INTERSECTION. THIS MEASUREMENT
SHALL BE TAKEN FROM THE INTERSECTION OF PROPERTY LINES
AT THE CORNER." ALSO NOTHING SHALL BE CONSTRUCTED IN
THIS TRIANGLE TO IMPAIR VEHICLE DRIVERS VISION.
*MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET
NARROW WALL BRACING REQUIREMENTS PER CODE SECTION R602.10 IN
2006 IRC
*ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN OR
HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE
UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR
COVER-UP. A SPECIAL "APA" NAILING PATTERN INSPECTION SHALL
BE PERFORMED PRIOR TO FRAMING INSPECTION.
*If PEX water supply piping is sleeved below the slab, seal
annular space at ends with caulk, foam or other means.
Also assure proper protection of pipe to U.V. light.
*ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE
RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO
ASSURE CODE COMPLIANCE
--- -- •
--------------------------------------------
BUILDING DE
/?T REPR SE
APPLICANT:'\ I
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 . . . . . 08-00001682
Application pin number . . . 904680
Page 4
Date 6/05/08
Special Notes and Comments
*POST PERMIT CARD ON JOB SITE TO BE VISIBLE FROM ROAD
*WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED
PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE
MAXIMUM STATIC WATER PRESSURE TO 80 PSI
*RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL
BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE
*For residential applications with a glazing area that
exceeds 150-o of the gross area of exterior walls, R-8 duct
insulation is required. As an alternative, R-6 duct
insulation can be used if the a/c system has a SEER rating
of 12 or more.
*PROVIDE SANITARY FACILITIES/PORTA-CAN FOR WORKERS ON SITE
LOCATED OFF
THE PUBLIC RIGHT-OF-WAY.
*SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR
DUCTS, CEILING FANS AND RETURN AIR
*PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND
EASEMENTS ON FOUNDATION INSPECTION.
FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS.
*SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH
AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120
DEGREES
*THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED
FENESTRATION/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL
TO GLAZING/WINDOW RATIO UP TO 2001 A .40 OR LOWER FACTOR AND
ABOVE 20% TO 30% A .35 FACTOR OR LOWER SHALL BE MET.
*U-Factor Ratings for Window % up to 15% is .65, from 15% to
20% is .55, from 20% to 25% is .54 and above 25% is .46 or
lower.
*ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE
TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY
*SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY
BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
*REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA
PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM
VEGETATION AND FOREIGN MATERIAL.
*WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE
TEMPERED GLASS
*TEMPERED GLASS REQUIRED IN WINDOWS WLHIN 24" OF DOORS IN
-----------------------------------------------------------
EUILDING DPT REtRES�E TA.T^IVE:
APPLICANT:
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
----------------------------------------------------------------------------
Page
5
Application Number . . . . . 08-00001682 Date
6/05/08
Application pin number . . . 904680
----------------------------------------------------------------------------
Special Notes and Comments
ADJACENT WALLS
*AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE
PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING
EQUIPMENT AND A PRESSURE REDUCING VALVE
*RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC
*ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
*GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED
SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN
PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND
CLOTHES DRYERS.
*PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR
CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES BY
BEING ELEVATED A MINIMUM OF 18" ABOVE FLOOR LEVEL.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . SEWER TAP 4"
350.00
WATER TAP 3/4"
400.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------------------------------
-----------------
Permit Fee Total 478.00 478.00 .00
.00
Plan Check Total .00 .00 .00
.00
Other Fee Total 750.00 750.00 .00
.00
Grand Total 1228.00 1228.00 .00
.00
r
BUILDING D5PT REPRESENTA
APPLICANT:
•
+ --- -- - - - - - - -
TEMPORARY POLE PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . . 08-00001683 Date 6/05/08
Application pin number . . . 035420
Property Address . . . . . . 15552 CREEK MEADOW BLVD N
Property ID: - -
R #.
Application type description TEMP POLE
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
LONESTAR CONSTRUCTION
P.O. BOX 9606
COLLEGE STATION TX 77842
(979) 680-0551
----------------------------------------------------------------------------
Permit . . . . . . TEMP POLE PERMIT
Additional desc . . AC
Permit pin number . 578088
Permit Fee . . . . 20.00
Issue Date . . . . 6/05/08 Valuation . . . . 0
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 20.00 20.00 .00 .00
Grand Total 20.00 20.00 .00 .00
------------------------------------- - - - - --
------ - ---•- -------------
BUILDING DE T REPRESENTATIVE:
APPLICANT: -1a. (