HomeMy WebLinkAboutRES2007-01231, 07-1232rn- i2,3zc4eKf)
f
If
low",
T, 752 1/3 MOR
'
.
FM
PREPARED 7/26/07, 12:04:17 INSPECTION TICKET PAGE 16
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 7/26/07
------------------------------------------------------------------------------------------------
ADDRESS . : 2901 MCLAREN DR SUBDIV: SOUTHERN TRACE PH 2
CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222
OWNER . . PHONE
PARCEL . . 579530-0207-0050
APPL NUMBER: 07-00001231 RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01 5/08/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00
5/08/07 AP May 8, 2007 8:44:40 AM kwolfe.
May 8, 2007 4:57:06 PM glsouth.
STRINGS UP, SLAB GROUND INSTALLED!!
B130 01 6/01/07 BI BLDG, INSULATION TIME: 17:00
6/01/07 CA June 1, 2007 9:08:57 AM acarter.
B115 01 6/08/07 JGM BLDG, FRAMING TIME: 17:00
6/08/07 DP June 7, 2007 4:28:05 PM glsouth.
friday afternoon
06/08/2007 03:04 PM JGM PDA
need to sheath front wall (osb) as per print
`B11� 03 6/12/07 JGM BLDG, FRAMING TIME: 17:00
6/12/07 AP June 12, 2007 4:32:36 PM kwolfe.
" June 12, 2007 4:33:04 PM kwolfe.
B115 02 6/12/07 JGM BLDG, FRAMING TIME: 17:00
6/12/07 DP June 11, 2007 4:47:01 PM acarter.
06/12/2007 10:27 AM JGM PDA
did not fix notes correctly for front wall
B130 02 6/12/07 JGM BLDG, INSULATION TIME: 17:00
6/12/07 AP June 12, 2007 4:32:47 PM kwolfe.
June 12, 2007 4:33:11 PM kwolfe.
B132 02 6/20/07 JGM BLDG, SHEETROCK FASTENER TIME: 17:00
6/20/07 AP June 20, 2007 11:31:14 AM glsouth.
B132 01 6/20/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00
6/20/07 DP June 19, 2007 3:45:59 PM acarter.
06/20/2007 11:07 AM RH PDA
Finish nailing bottom plates upstairs 711 O.C. max.
B125 01 7/26/07 BI BLDG, FINAL TIME: 17:00
a7-07 July 26, 2007 11:12:10 AM malford.
-------------------------------------- COMMENTS AND NOTES --------- ----------------------
V O �,
(7/30/2007)'Gina Southerland Re: Calling for C.O. @p2901 Mclaren D, r. Page 1 j
From: Terry Boriskie
To: Amber Carter; banderson@stylecraft-builders.com; Benjamin McCarty; Ch...
Date: 7/30/2007 12:21 PM
Subject: Re: Calling for C.O. @ 2901 Mclaren Dr.
Stylecraft Builders has been notified.
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
> > > Paul Schoenfeld 7/30/2007 12:19 pm > > >
Water ok.
Sewer box broken Flagged.
Paul
>>> Gina Southerland 7/27/2007 8:35 AM >>>
BP# 07-1231
Gina Southerland
CSR - Planning & Development Services
City of College Station
979-764-3570
www.cstx.gov
WF0893338 / 001 City of College Station
PAGE 1
i
REQ. DATE: 04/27/07 04/27/07 14:37:14
LOCATION: 2901 MCLAREN DR LOC ID: 208562
REQUESTOR: STYLECRAFT BUILDER, INC ORIGIN: CUSTOMER -WALK IN
REQ USER: KWOLFE AUTH USER:KWOLFE WRK TYPE:
4" SWR TAP 3/4" WTR TAP
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 04/27/07 SCHED COMPLETION: 04/27/07
JOB ORDER RESULT COMM=S
AREA
UMMARY
/ I
I too �.
� I
cP� SOD i
I �
I I
I
I
I .
I �
t
I
I•
2901 MCLAREN DRIVE
SOUTHERN TRACE
,I LOT - 5
BLOCK - 7
PHASE - 2
MCLAREIq—
ILOCATIONI
1 SITE PLAN
SCALE:V--W-0"
C-1
SITE PLAN
I-S
:Iams
INOLLVD011
S
.0-4=.9/V3ly3S
NV'Id NOIZVQNIl03 l
14
- _J L___JI
//
i II p II I
I II II II I
Z
.
,.
I II II II I
L---J L-----J L------J L----J
LJ
r----I I-------1 r------I F---�
I I I A I I I
VTO ..
L A
L______J L___J
.toL. r------� ��---I
N
•
— L----- J L_J
9
ROM 55THB 30VHvO P WVHEI 2IORI3LX3S 3o031 }DRIB 39V HV'J WvFh12I11,H3.LX39
llld 1O313S
CN /� WMAIOdTIN 9
v
Z6 j �n� W011088dOlSaV84#4
/
FAK % I I O'O.9e @ sdnaaus e#Iz
m�o . / 'o'O .zL Sava e# \ I I /�� WO
Itl M'3'O'0.4L SaVS £# I I m�
z
OO
SllnBv NaoMivl= �JNIN3dO 2L000 WOad .5 ONV S31at% ' p3alnb3a dl)
3a3HM 13M00 l .3.0.94 iPJ dA 3AO8V .Z/L-Z 3O031 NOIaB
H100WS .9/£ S1108 aOH3NV .Z/L X .9
TIVM-dORI3.LX3 WV38 ?I011d=K 30031 XZ)fda NIV38 UORI3,LXN
oN
dd �% �' 'd'M AIOd 111619 %/� zb�
W01LOO V d01 Sava B# 4
-I Z
CQ// '3'0.9e @ Sdnaa is e# �\ • I I //\ �O
m� I I M'3'O'0.4L @ Sava e# I / mM
0O 'v`-=1- - - --- --- - -� 0
a000JdO.ZL NIHIIMONV _
'3'0.94 'd3no9V.Z/L-Z �HoIa9
Silos aOHONV .Z/L X.9
d.KM-31Y.ffi
d02IQ Elvis 1IORI3 L6II j NIV"38 ?IORi3.LIz
llid 10313S
WMAIOdlIW9 %\ 'I \� CN
zaj
W01108 V dOi SWEI 4# 4
'0'0.9E @ Sdnaalis e# / �?
:0o
.....� \\. \� \ M*3*0,0.n @ SaVB £# I � ' mW
0.
doa -- �- - -----_---� I=o
aVls Cn
e .9£ 9#
/VZ .Oz 9#
.9L/6 9 9#
4/L Z 4#
'ONnOao •9L L e#
sON38 d0 63HSNI 3aS
lYdniVN 038an.LSIONn O1NI .91Sy31 Sn1avMNIW dVl'NIw MYB
iv 3a iSnW sWV38 30vue lTd :31ON S394S XVB-RU
'03HSrk7X 0V NO 03NOISIWWW N33810N SVH 103COMd UVW10UWVd SIHL HOi 1LOd3tl aNV AnniS ONAMNION3
lVO1NH3310300Id103dS 3AS V'O3aMOMd SI 031dWt NO M&DC3331NVWf10 HO A1NVtlWM M3H10 ON'S1N3V MNIO3M NOLLVUISINIWOV ONISnaH
TRT303d ONV V3MV 1a3POHd 3HL MOd 1MOd3M S.M33NION31VOINHO31030 a33N3H3d3N 3HL HIM 3ONVaMOSOV M O3NOMM N3313 SVH NOLLtlONnOd 3HL
V RrLU
wxivu8M IYJINVH33W d0 3Sn H3dOMd AS 313MON00 31VQrV3NO3'S
'133d S NVHL 3)OW ONVH A8 DMa 3810N TVHS
313MONOO '11SOd30 dO IN1ad IVNW SI 010NIA'Uld A8 NO XOMU N37aW 3HL WOMB 3LrWW 133M10 As 03HSIIdW000V 38 TtlHS 1MMOYId 313HONO3'L
d3NION3 IVMnL'XPI I C 3H1 As 03AOMddV 38 TVHS 83MH USA33M aNV SNOLLVELUN3d TV I
S- 68VIS NOON
d01 ONV S301S Z:WOl1O8.£• SWV383aVM0
38 TVHS 1331E ONIONO3M3N NOd MA00 313HONOO'O310N 3SIMH3H10 SS3W'4
VM.1 NOLL3nump= a3llddV Snld IHOC3M NMO S11 AMNVO
Ol H10N3M1S IN3131ddnS a3NrVO SVH R13WONDO 3HL 1Wdn 03AOMN 38 ION TVHS ONV M010VULN00 3H1 d0 AIll81SNOdS3M 3HL St NOIS3O XMUMMIMOd'►
'IN3MOV Id 3HL OL NOald IMMON3
IVMn1OnUM 3H1 A8 a3AHOddV 3811VHS SIMOd dO1S NOd SNOUVOOI 'SNVdS d0 SM3 .LV A3X MV3HS V ONLLVHOdMOONI SOV3HXM81V311I3A HUM
3OVW 38 TIM 1N3W33VId 313MONO3 NI dOLS ANV 'SONIMVNO 3HL NO NMOHS SV 1d33X3 XMOM 313MONOO NI O31IWM3d 38 T1M S11OOC-IVMOZINOH ON'c
'ISd OOOY d0 HL0N3111S 3NS53Wd YOO AVO SL WnWINIW V HIM C31VO3MO0V I3AtlMO aNV ONUS)1H013M 1V WHON 38 TVHS 313MONOO TV i
'SI£ 10V'313MON00 a30MOAN13M NOd SLN3W3Ma103M 3003 ONI011n8 3HL HIM 30NVON000V N138 TVHS XMOM 313M3NOO TV'l
SNOLLV313133dS 313M0 30VId NI LM
'ONIOM03N13H OYIS 1V31dA1 H11M 033V1d m3NM03 H3nS HOV31V M31N30 NO.* 0 ONOI .(FS X mm £Mt 38 TVHS 0NI3MOdN13N S6LL'331M1ldHla NMOHS
3M3HM Id3MG 'SM3NM03 3S3H1 SSOWV ONIONOdN13N IVN00VIa 3OIAONd'SM3NM03 3013N1 WMOd SSVIS d0 SNouvHnOCdNO3 30I3W0303HL MGHM'1
30M OV 358I 3Hi HIM AldV=TVHS 1331S ONIM OIN13M 3HL NOd 30VEM 3313HONO3'3
'S31YId 0NRN38 WaUO8 HIM a3ddln03 38 TtlHS S.LI3d MO'6133HS AIOd N1 m I3AO A1103M10
NOIIV*nddV MOd SIMZIO8 0NV SMIVH3 'Sl£ YJV'3000VMd aUVCM-LS dO NnNVW 3HL A8 O3MXIO3a SV SWOddnS IM ONV S3LLAWVSS333N 3OIAOMd 5
sa03 As O3M1n03M SV W01108 IV ONV SWV381N33VraV O1NI ONMM 1VH1 W3FLL NUM MOVId SMV8 M3NM033AW TrMS 1N3W33MOM Md01 TV'f
d33N10N3 WWUOnM1S 3HL dO IVAOMddV 1nOH.UM 03013M 39 ION AVW SIM ONIOVWNI3M'£
'M WINIW S3HONI ZL -smnds 1V sHmar VIa MVB 0£ swo SnOnNuNO3 dvi 3SIMM3HI0
NMOHS ss3INn 'Sl£ 13V'33LL3VHd aMVONVIs dO lvnWn 3H1 HLIM 33NVOM000V M 38 TVHS SMVB DMOM M13H d0 NOLLYJIMSVi aNV 0NI1W130 Z
3,Y33
TIW d0 33Md aNY NY310 38 TMi3 0N13MOdNl3tl TV 'Settl W1SY Ol WOMiNO3 TtlHS 31M8tld 3MIM 03a13M 'M 3aVMO 38 AVW ($13AY10 Ma'S3LL'SdnMMl1S
Sy
HWS)1N38 3W HO1HM SM48 £• 1d3OXV09 3OVMO Yl3V WISV 010NUPWANOO SMVB a3WMOd3013I118 M3N 38 TVHS'L331S ONIOMOdN13M TV '1
NOLLV3Li133dS 73 UNIDUU;Vi 3M
'SI IOf IIV IV.VZ dViM3AO
'WILT 3USVId 3N3UH13A'10d NIOMIA 38 TVHS 1MM31VW 'SITYlS ONV SNOLLVONnOd ONIONIB TV H1YdN38 ONLi00M.M31W SS3NX31HL 1W S 3a1AOMd'9
' NrdRLVW llli 103I3S d0 NOLLIOOV AS 3aVMa -NN1d Ol SOVd ONI011n3 ON018'DN1ddMLS HaLiV I
'6aVOl U73W33YId 313HONOO
ONV NOLLVAV3X3 WV39 30VMO lWddnS OL HOnON31Nmoidins a31OVdW03 0NV M3OVOl aN3 imbu MO 30YI8 X08 As 033V1d 38 TVHS SlVIM3LVW Tld'£
'OZ NVHl SS31 d0 )C3aM AI311SYid V %-mw3LVN131NV0I10 d0 33Md 38 TVHS (33Nn051VlXLLVN)
-DOSMIA 13313S 'MS M3HLO WOMB a3NIV1SO SOLLSRmOvmVH3 MYIIWIS d0110S MO aus 3HL WOMB SIIOS dO 1SISN03 TVHS S1OS STId NOWW03 Z
' M 03L3VdV= A803OVld aNV O311 Y M38T MSV3MYXV3M
UO IAOS ANY ONV a3X33HO ATVnSIA 38 TVHS 33VAUnS 03SOdX33H1'Ad0PU.MVOl STNtl3LVW31NVOM0ONV'SLOOM'NOI1V1303A33V-WnS3AOY M'L
SNOLLtl3LiD3 Va0Ytl ONV NOLLVONnOd
'8YY311 030038W3 0NV'S3HSINLd'SVaw MOON a3SS3Md3O'S3dOl3'SNOLLVAma MOON IIOd SONONVMa IVMnI3311H3MV O1,^ —' Z
'03MIn03M 38 AVW 1VH1 SN0ISMI3V ANY MOJ M33NION3 3H1 Ol SONIMVMO 3HL WOMB SNOLLVONA MO
S313NVd3MOS1O ANV 1MOd3M )WOM 3HL HIM ONI033308d 3M0338 SNOWONO3 0NV SNOMM10 TV ONLldOd3A MOd 3MISNOdS3M SI MO1OVM1N033H1'l
ON N3-0
S-Hv13O aNV S91ON NOLLVOI nod
NOISIAIQgfIS gDV L N21aHJA'IOS
NO£
Hld3a W�d38 �IOIa31Nl
NOy.£
Hld3a W`d38 2�012�31X3
Hb6
HlaIM Wb/38
5# �
S2ib'8 W01108
5# ti
S2�H8 d01
s.Nno� xoln
BUILDING PERMIT
CITY OF�COLLRGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . .
Application pin number . . .
Property Address . . . . . .
Property ID:
R #.
Application type description
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . .
Application valuation . . . .
07-00001231
723310
2901 MCLAREN DR
579530-0207-0050
Date 4/26/07
RESIDENTIAL, 1 UNIT DETACHED NEW
SOUTHERN TRACE PH 2
RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
102643
Owner Contractor
------------------------ ------------------------
STYLECRAFT BUILDERS
4090 SH 6 S
COLLEGE STATION TX 77845
(979) 690-1222
--------------------- Structure Information 000 000 ----------------------
Construction Type . . . . . COMBUSTIBLE (UNPROTECTED)
Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX
Other struct info . . . . . EXTERIOR WALL TYPE MASONRY
IMPACT/PRORATA FEES PAID NA
FOUNDATION TYPE SLAB
TYPE OF GARAGE (ATT/DET) NA
HEATED AREA 1728.00
INTERIOR WALL TYPE SHEETROCK
NUMBER OF BATHROOMS 4.50
NUMBER OF BEDROOMS 4.00
SEWER TYPE PUBLIC
TAZ 427.00
----------------------------------------------------------------------------
Permit BUILDING PERMIT
Additional desc KW
Permit pin number 497768
Permit Fee . . . . 469.00 Plan Check Fee .00
Issue Date . . . . 4/26/07 Valuation . . . . 102643
Expiration Date . . 10/23/07
Qty Unit Charge Per Extension
BASE FEE 460.00
3.00 3.0000 THOU BLDG, VAL 100001-500000 9.00
----------------------------------------------------------------------------
Special Notes and Comments
ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING
UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTER(S)
-------------------------------------------------------
BUILDING DEPT DEPT REPRE5PEN) T VE :
APPLICANT:
BUILDING PERMIT
CITY OF,COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page 2
Application Number . . . . . 07-00001231 Date 4/26/07
Application pin number . . . 723310
----------------------------------------------------------------------------
Special Notes and Comments
PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22"
X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY
PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER
CHAPTER 17, 2003 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 2002 National Electrical
Code & LOCAL AMENDMENTS
ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL
PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET
ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL
RESIDENTIAL CODE
Assure Proper GFI Locations, Including One Within 25' Of
Outside A/C Unit
PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO
BE ELEVATED TO ALLOW FOR ATTIC INSULATION
IF LAWN SPRINKLER 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
ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN,
STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE
ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS
BEEN DONE TO ALLOW FOR COVER-UP
MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET
NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION
R602.10 IN 2003 IRC
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
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 15% of the gross area of exterior walls, R-8 duct
insulation is required. As an alternat've, R-6 duct
-------------------------------------------------`J---------------
BUILDING DEPT REPREiVE:
APPLICANT:
BUILDING PERMIT
CITY OF,COLLFGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Page 3
Application Number . . . . . 07-00001231 Date 4/26/07
Application pin number . . . 723310
----------------------------------------------------------------------------
Special Notes and Comments
insulation can be used if the a/c system has a SEER rating
of 12 or more.
PROVIDE SANITARY FACILITIES 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
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 PRODUCTS SHALL NOT EXCEED .4
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
STAIRS SHALL COMPLY WITH SECTION R-311 (2003 IRC) WITH A
CONTINUOUS HANDRAIL OR SECTION
1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL
NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A
NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS.
WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE
TEMPERED GLASS
TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN
ADJACENT WALLS
AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE
PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING
EQUIPMENT AND A PRESSURE REDUCING VALVE
PER R308.4 GLAZING ADJACENT TO STAIRWAYS WITHIN 36" AND
LESS THAN 60" ABOVE WALKING SURFACE MUST BE TEMPERED (2003
IRC)
RANGE/DRYER DUCT MUST COMPLY WITH 2O03 IMC
ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
----------------------------------------------------------------------------
Other Fees . . . . . . . . . SEWER TAP 4" 350.00
WATER TAP 3/4" 400.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
BUILDING DEPT REPRESE
APPLICANT: /
BUILDING PERMIT
CITY OF,COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . .
Application pin number . . .
Permit Fee Total 469.00
Plan Check Total .00
Other Fee Total 750.00
Grand Total 1219.00
07-00001231
723310
469.00
.00
750.00
1219.00
.00
.00
.00
.00
Page 4
Date 4/26/07
.00
.00
.00
.00
------------------------------------------------f.J•- --------- - - - - - -
BUILDING DEPT REPRES I
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 . . . . .
Application pin number . . .
Property Address . . . . . .
Property ID:
R #.
Application type description
Subdivision Name . . . ... .
Property Use . . . . . . . .
Property Zoning . . . . . . .
Application valuation . . . .
07-00001232
804320
2901 MCLAREN DR
579530-0207-0050
Date 4/26/07
TEMP POLE
SOUTHERN TRACE PH 2
RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
0
Owner
Contractor
-
------------------------
------------------------
STYLECRAFT BUILDERS
4090 SH 6 S
COLLEGE STATION
TX 77845
(979) 690-1222
----------------------------------------------------------------------------
Permit . . . . .
. TEMP POLE
PERMIT
Additional desc .
. KW
Permit pin number
. 497776
Permit Fee . . .
. 20.00
Issue Date . . .
. 4/26/07
Valuation . . . .
0
----------------------------------------------------------------------------
Other Fees . . .
. . . . . .
TEMP ELECT POLE CONNECT
45.00
----------------------------------------------------
Fee summary
Charged
-----------------------
Paid Credited
------------------------------
Due
-----------------
Permit Fee Total
----------
20.00
20.00 .00
.00
Other Fee Total
45.00
45.00 .00
.00
Grand Total
65.00
65.00 .00
.00
-------------------------------------------- ----- --- -------------
BUILDING DEPT REPRPSV VE
APPLICANT:
APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGESTATION, TX 77840
CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX
Planning& Development Services WWw CSTX.GOV
l l 2Foor office Use Only
DATE: _)_ " ' TRCC RREEG
APPLICATION # o—
TEMP POLE #
ADDRESS/LOCATION: 2901 '!L4 &1A 4ONIT
✓'�(
LOT /BLOCK / ` SUBDIVISION SOUTHERN TRACE / SEC/PH 2�
BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120
CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120
CONTRACTOR ADDRESS: 4090 State Highway 6 South
ELECTRICIAN: To Be Determined PLUMBER: Bass Plumbing
HVAC: To Be Determined GOOD CENTS (Residential only): No
CLASS OF WORK
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION ' SLAB ONLY
DUPLEX (Landscape Plans REMODEL/RENOVATION' SWIMMING POOL
Required)
DESCRIPTION OF WORK: Conventional Framing Less Slab
STRUCTURE USE: Single Family Residence
WALL BRACING METHOD: PRESCRIPTIVE ❑ APA PORTAL FRAME W/ CSPS ❑ ENGINEERED
HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A
TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A
VALUATION: $ C104643•Less.S1ab TOTAL AREA: 1862 HEATED AREA: 1728
(Cost of Labor and Materials)
PUBLIC SEWER NUMBER OF BEDROOMS: 4
❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4.5
SEWER TAP: 4" INTERIOR WALL TYPE: Sheet Rock
SIZE
WATER TAP: 3/a EXTERIOR WALL TYPE: Siding and/or Masonry
SIZE
OTHER TAP: FOUNDATION TYPE: Slab on Grade
SIZE
TEMP POLE ROOF TYPE: Composition
FF GARAGE TYPE: SINGLE OUBLE F—] TRIPLE
ATTACHED D T ARPORT
SIGNATURE OF APPLICANT: " "I., For St lecraft
*If proposed work involves new commercj6oEons Ufacade improvem nts renovations to an existing
commercial property, building elevations are required.
Official Use Only
ments:
"E or NO
/ Plans Examiner Zoning Official
Energy Code Compliance Information
t
% Glazing of exterior walls 10%
Insulation R value of exterior walls R13
Insulation R value of ceiling 1 (flat areas) R30
Insulation R value of ceiling 2 (vaulted areas/no attic) R19
Glazing SHGC
.40
Glazing U-Factor
.65
R value of ductwork
R6
A/C SEER Rating
13
A
eOLLI E SrAFInN
PLAN REVIEW
ONE,and-TWO-FAMIL4'-OCCUPANOY-REQUIREMENTS-
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
PLAN REVIEW/PERMIT NUMBER#
_ 4-7. - t zT
DATE:
-BUILDING ADDRESS: ^ D 1 C L S
t: Foundatlon Requirements- Minimum City.. Foundation Standards -=-u_.-.._..-�---- . _-...-ate.._-- _.:_r.
- _ -NA/ . K
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
2. Exterior beam reinforcement
3. Interior beam reinforcement
4. Masonry fireplace foundation reinforcement
F.
Wood foundation details indicated
K
ll. Framing: Floor, Wall, Coiling and Roof Requirements
NPIM
A.
Girder or sill dimensionsgrade & 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 barter indicated on plans
3. Exterior Wall Covering
J.
Roof framing Ian or elevation shown
K.
Ceiling joist sizespacing, 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
O.
Roof covering
P.
All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade &
location indicated on plans
Q. Tem ered Glass required in all hazardous locations
PLAN REVIEW
.-ONE,'an'd-T-WO.FAMIL�-'OCC PANCY::REQl1IREME4T-&=-
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
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.
- - to rwa Requirements
MOK
K
A. Stairway Details
N
I . _ .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
&MOK
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:
N
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
t
4
PLAN REVIEW
::_..._....-- ONE: and TWO--iAMILIf=OCCUPAI4GY-aEQt11REMEf43S--"-=:.---�- .:;-. --- =
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 __
N
Plumbing access to bathtubs
C. Means for thermal expansion provided when required
__. ___ _-D.....Water. heaters -elevated 18"-when installed- in the -garage orroom- directly- off ara e- -
-
VII. Mechanical Requirements
N
A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to
outside excludes ductless units
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
NA/
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 860
N
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 comer lots
Subdivision Regulations — Ordinance 690
N
Approved subdivision
Plat filed
Flood lain 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."
PLANS EXAMINER DATE
CREScheck Software Version 4.0.1
NJ( Compliance Certificate
Project Title: 1714 Plan
Report Date: 03/16/07
Data filename: \\STYLECRAFT1\Share\ACAD\RESCheck\1714.00-Master.rck
Energy Code:
2003 IECC
Location:
College Station, Texas
Construction Type:
Single Family
Glazing Area Percentage:
10%
Heating Degree Days:
1788
Construction Site:
Owner/Agent:
Designer/Contractor:
College Station, TX 77845
Stylecraft Builders, Inc.
Stylecraft Builders, Inc.
4090 SH 6 South
4090 SH 6 South
College Station, TX 77845
College Station, TX 77845
979-690-1222 x120
979-690-1222 x120
ewivagg@stylecraft-builders.com
ewivagg@stylecraft-builders.com
Maximum SHGC: 0.40 Your SHGC: 0.40
Wall 1: Wood Frame, 16" o.c.:
1293 13.0
0.0
92
Window 1: Metal Frame:Double Pane with Low-E:
3
0.670
2
SHGC: 0.40
Window 2: Metal Frame: Double Pane with Low-E:
18
0.670
12
SHGC: 0.40
Window 3: Metal Frame:Double Pane with Low-E:
18
0.670
12
SHGC: 0.40
Window 4: Metal Frame:Double Pane with Low-E:
18
0.670
12
SHGC: 0.40
Window 5: Metal Frame:Double Pane with Low-E:
18
0.670
12
SHGC: 0.40
Window 6: Metal Frame:Double Pane with Low-E:
18
0.670
12
SHGC: 0.40
Window 7: Metal Frame:Double Pane with Low-E:
9
0.670
6
SHGC: 0.40
Window 8: Metal Frame:Double Pane with Low-E:
9
0.670
6
SHGC: 0.40
Window 9: Metal Frame:Double Pane with Low-E:
18
0.670
12
SHGC: 0.40
Door 1: Solid:
20
0.500
10
Door 2: Glass:
18
0.440
8
SHGC: 0.40
Wall 2: Wood Frame, 16" o.c.:
1025 13.0
0.0
77
Window 10: Metal Frame:Double Pane with Low-E:
4
0.670
3
SHGC: 0.40
Window 11: Metal Frame:Double Pane with Low-E:
4
0.670
3
SHGC: 0.40
Window 12: Metal Frame:Double Pane with Low-E:
4
0.670
3
SHGC: 0.40
Window 13: Metal Frame:Double Pane with Low-E:
4
0.670
3
SHGC: 0.40
Window 14: Metal Frame:Double Pane with Low-E:
20
0.670
13
SHGC: 0.40
Window 15: Metal Frame:Double Pane with Low-E:
20
0.670
13
1714 Plan
Page 1 of 2
SHGC: 0.40
Window 16: Metal Frame:Double Pane with Low-E:
4
0.670
3
SHGC: 0.40
Window 17: Metal Frame:Double Pane with Low-E:
15
0.670
10
SHGC: 0.40
Window 18: Metal Frame:Double Pane with Low-E:
15
0.670
10
SHGC: 0.40
Ceiling 1: Flat Ceiling or Scissor Truss:
1023 30.0
0.0
36
Ceiling 2: Cathedral Ceiling (no attic):
39 19.0
0.0
2
Floor 1: Slab -On -Grade: Unheated:
144
0.0
150
Insulation depth: 0.0'
Floor 2: All -Wood JoistiTruss:Over Outside Air:
86 13.0
0.0
6
Furnace 1: Forced Hot Air: 80 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
REScheck Version 4.0.1 and to comply with the mandatory requireme9taIrs-W in the REScheck Inspection Checklist.
ST�P�Ec b o
Name - Title Signature Date
Project Notes:
All U-Factors and SHGC are at entered at higher than actual amounts.
Actual amounts are lower, but are entered higher to account for
differences in ratings per material.
1714 Plan
Page 2 of 2