HomeMy WebLinkAboutRES2007-03401�•�oi
PREPARED 12/08/08, 12:03:20 INSPECTION TICKET PAGE 4
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/08/08
------------------------------------------------------------------------------------------------
ADDRESS . : 2461 NEWARK CIR SUBDIV:
CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369
OWNER GREENS PRAIRIE INVESTORS LTD PHONE
PARCEL 184200-2501-0190
APPL NUMBER: 07-00003401 RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 O1 1/08/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00
1/08/08 AP January 7, 2008 2:49:13 PM acarter.
tuesday afternoon please
O1/08/2008 04:42 PM RH PDA
Strings up, slab ground installed.
B120 01 2/01/08 OC BLDG, FRAMING -PARTIAL TIME: 17:00
2/01/08 AP February 1, 2008 9:06:18 AM kwolfe.
APA FRAMING
B115 -Dl 3/11/08 RH BLDG, FRAMING TIME: 17:00
3/11/08 DP March 11, 2008 11:30:51 AM acarter.
Windows upstairs must be 24" min above finish floor.
V
Draftstop a/c chases. Fireblock fireplace every 101.
Stairs exceed 7 7/8" in riser height. Tape all seams and
holes on green guard. Block between floor joist.
B115 02 4/09/08 RH BLDG, FRAMING TIME: 17:00
4/10/08 AE April 9, 2008 11:32:34 AM npadilla.
Connect loose wires in utility room by insulation.
B130 01 4/11/08 RH BLDG, INSULATION TIME: 17:00
4/14/08 DP April 11, 2008 11:35:33 AM malford.
April 14, 2008 8:48:25 AM bcaldwell.
insulate area between floors above master bath and garage.
seal all exterior wall corners.
B130 02 4/15/08 BB BLDG, INSULATION TIME: 17:00
5/08 AP April 15, 2008 8:12:57 AM acarter.
B125 01 131 BLDG, FINAL TIME: 17:00
December 8, 2008 10:53:25 AM ccourt.
-------------------------------------- COMMENTS AND NOTES-----------J ----------------------
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I. Terry Boriskie C/O Issues
1
From: Terry Boriskie
To: fredburris
Date: 12/29/2008_12.56_p.m-D
Subject: C/O Issues
Fred,
I am trying to clear up items that have been sitting out there for a while and are simple to get done in
order to issue a C/O.
The following addresses need Proof of Termite Forms:
108 Roucourt
2447 Newark
2461 Newark
3901 Tournay
3903 Tournay
200 Passendale
*2447 Newark also has a Handrail issue on the back patio steps to be resolved.
Thanks,
Terry Boriskie
City of College Station
Residential Plans Examiner
Ofc. 979-764-3744 Fax 979-764-3496
"Home of Texas A&M University"
TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT
Proper Owner:
CLASSIC CENTURY HOMES
AD I
Location to be Treated:
2461 NEWARK
v
Approximate Measures to be
Treated:
3304
Percentage of Termticide(s)
to be applied at this location:
0.06% 110 GAL.
Type of Treatment:
Full Partial XX
Vertical
XX
HorizontallPerimeter Beam—XX—
Foundation: SLAB
Siding: BRICK
Primary Use: RESIDENCE
Roof: COMPOSITION
A label of Talstar One insecticide has been attached as part of this document
A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (IF ANY)
LNCLUDING AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE-
TREAT FOR TERMITE INFESTATIONS OR REPAIR OAMAGE CAUSED BY TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDITIONS THAT
COULD DEVELOP AS A RESULT OF THE OWNER'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED.
SEE ATTACHED SKETCH
BUILDERS SUPPLIES SKETCH/ PLAN
Charges for pre -treat:
NOTES: Annual re-newal:
$357.66
$130.00
32129 PT 12/29/2007
Ca or Techindan SPC8 Goenae IY 32129 PT
£'d £Z8£ 069 6L6
So/8 - 400 189£:1 l 60 Z L Uef
WF0989229 / 001 City of College Station
PAGE l
REQ. DATE: 12/17/07 12/17/07 13:42:06
LOCATION: 2461 NEWARK CIR LOC ID: 204002
REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN
REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE:
SWR 4" WTR 3/4"
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 12/17/07 SCHED COMPLETION: 12/17/07
JOB ORDER RESULT COMMENTS
2461 NEWARK CIRCLE
LOT 19, BLOCK 1
CASTLE GATE
COLLEGE STATION, BRAZOS CO..
TX
FtATWORK 1050 SQ/FT
GRASS 220 YDS
51' 0"
13' 0" 16' 3" 16' 1" L 5' 8"
3'0'x BO' 3'Px60' 3'0'x E0' 3'Q'x B0' 3'0'x S0' 3'0'xS 0'
Tr
II-----------
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SLOPE TO 10'0"
BREAKFAST
II
11 _
--------------
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70
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3' 0" 3' 8
3' 5" 3' 2"
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DINING ;; re
9'0' CLG 6' 8" 3' 5"
o 10'1" 111'8" JS
o ih `a<I
FOOTAGE
o LOWER AC 1571
iv N UPPER AC 1060 /18 aPl q
4, 7" 2' 0" 2.6" 910.
13' 7"
N 22' 7"
28' 8"
TOTAL A/C 2631 GARAGE
GARAGE 635 8'0" CLG
PORCH 38
CD
6' 1 TOTAL 3304 0m
N
51' 0"
PLAN #
2431
lassic
Century
Homes
,DRESS
2461 NEWARK CR
LOT
19
BLK
1
SUBDIVISION
CASTLE GATE
ff ft'v—
22' 4"
L \�
SEE ELEVATIONS FOR
WINDOWS SIZE AND LOCATION
NOTE:
1) SHADED WALLS TO 211 x ro" FOR PLUMBING
2) ALL HEADER WEIGHTS TO BE 6'10" UNLESS OTHERWISE NOTED
3) PROVIDE TEMPERED GLASS WHERE NEEDED
43' 10"
10' 9" 2' 4° 16' 3" 14' 6"
---------------------------- ----------------------------------------------------- --
0 0 F70•x S0' 3'0'x50' 3'(•xSD' 3'Rx50' I I
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10.
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4' 3 1/4"
5' 6 3/4'
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15' 11"
14' 3"
PLAN # 2431
Cassic
ADDRESS 2461 NEWARK CR
LOT 1 Q Century
BLK 1 J Homes
SUBDIVISION CASTLE GATE N.Uwn-°-..*
ngineering, LLC
October 24, 2007
Classic Century Homes
5001 Hwy. 287 South
Arlington, TX 76017
401 S. CLAY STREET, ENNIS, TX 75119
The following post -tensioned foundation plans are herein authorized for construction at the address and legal
description shown below.
Lot Blk Subdivision Address CSC County State
19 1 Castle Gate 2461 Newark Circle . College Station Brazos TX
A site specific soils report was not provided. The foundation has been designed based on the following soils
conditions.
Soils Laboratory
Brazos County USDA Soils Survey
Allowable
Bearinq Pressure P.I.
1200 psf 36
The foundation design is in accordance with the applicable provisions of the International Building Code
2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post -
Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the
Building Research Advisory Board (BRAB) Publication 33, and accepted engineering practice.
If you have any questions, please call me at 972-878-3647. _
PTF1007035
1012412007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 - E-MAIL: info@txfoundations.com
PROVIDE STEEL LINTELS AT ALL
MASONARY OPENINGS AS REQUIRED
BRICK QUOINS lc). A 1 u1
w 1' PROJECTION 3' x T OL 111 W1 Y x 1'6' AR TR W1 Y x T6' AR TR ROWLOCK
T' x 4' DL MULLED 2 - 1'6' x 6 DL ill TO SURROUND WINDOWS
(2) 2'X 6'DL 1/1 WITx3'6'ARTR
3'x6OLIII
PLAN It 2431
Csic
ADDRESS 2461 NEWARK CR
LOT 1 g
Century
BLK 1 Homes
SUBDIVISION CASTLE GATE
NOTE:
1) SHADED WALLS TO 2"x 6" FOR PLUMBING
2) ALL HEADER HEIGHTS TO BE 6-10" UNLESS OTHERWISE NOTED
3) PROVIDE TEMPERED GLASS WHERE NEEDED
ri. 11"
13'0"
16'3"
16* 1
5.8-
rr
70'. 5'W
11
NISTR SUITE
...........
8W SLOPE TO 10'0-
BREAKFAST
11
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io
2' 10
9'0'CLG
ry
FAMILY
97CLG
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DINING
9'0" CLG
rc
6,8
3-5-
Ml
L—
FOOTAGE
n)H
LOWER AC
1571
UPPER AC
1060
TOTAL A/C
2631
GARAGE
GARAGE
635
8'0"CLG
PORCH
38
2' 61'
2]'0' _4' 71.
0" 2' 6"
9.0.
6'1
TOTAL
3304
13'7"
15' 1"
—1
22'7"
6'
O
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.......
....
. . . . . . .
28'8"
22-4"
51 10.
PLAN 0 12431
ADDRESS 2461 NEWARK CR
LOT 19
BLK 111
7DIVISION I I CASTLE GATE
62- i �um --
Century
Homes
co
SEE ELEVATIONS FOR
WINDOWS SIZE AND LOCATION
NOTE:
1) SHADED WAIII 5 TO 2" x 6" FOR PLUMBING
2) ALL HEADER HEIGHTS TO BE 6'10" UNLESS OTHERWISE NOTED
3) pgovIpE TEMPERED GLASS WHERE NEEPED
43' 10'
10' 9' 2' 4' L 16' 3' 14' 6'
------------------------------
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I
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4'±5'4'3
114'
S' 6 3I4'
@ 10'0"
2' 6'
2' T 4' 7' 2' 0'
2' 6-
15' 11'
14' 3'
13' 7'
43' 9'
PLAN # 2431
Ll4tiC
ADDRESS 2461 NEWARK CR \/
LOT 19 Century
B« 1 Homes
SUBDIVISION CASTLE GATE
6
RIGHT ELEV
my
MIN.
0 ------------
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O ROOF AS SELECTED
55 @ 8:12
NOTE: 1) Foundation anchor bolts at 3) All lower sole plate to be 4) Provide hand rails on all stairs/steps
6'0" ox. as per 2003 IRC Pressure treated as per with a minimum of 4 risers as per
sec. R403 1.6 sec. R319 All fasteners sec. R315. (min. stair tread 10":
2) All framing and structural to be hot dipped galv. steel, max. riser 7 3/4" sec. R3I4.2)
design to meet 90 m p.h. stainless steel, silicon bronze 5) Masonary veneer anchorage of
wind criteria as per sec. or coper only as per sec R602 24" horizontal and 18" vertical as
R301.2-1 and table R301.2(4) per sec. R703 7.4.1 and weep holes
2003 IRC code. at a maximum of 33" o.c. as per
sec. R703 7.6.
8' 1 1/8" PLATE 9' 1 1/8" PLATE
PITCH @ 6:12 0 ; P1TC 1 @ 8:12/
18' 8 1/8" PLATE
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SIDING 8 ROOF DETAIL
SIDING TO BE
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3RIC�1 _ HARD BOARD
LEFT El
REAR ELEV
REVERSE
DORMER,
I
..........................................................................................
DR
GAMEROOM
CLG
8V* CLG
eLoc<n
WIRE ONLY
O
ENTRY
Qt8'6' CLG
BDRM 3 PLANT SH
810' CLG C IO'0'
ARCH WINDOW
NOTE: 1) Lighting on stair to conect from switch @ lop to
light mounted on wall @ middle of stairs to switch
@ bottom of stairs per sec R303.4
2) Smoke detectors will be hard wired In series
wl battery backup power as per sec. R317
3) Provide 110 outlet & light near HVAC unit for
service with switch.
MOTHER IN LAW
SUITE
PLAN 2431 ELECTRICAL PLAN
AIMMSS
LOT Century
IILI: -T - es
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2431 TRUSSES PLAN
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ADDRESS
LOT
BL.K
SUBDIVISION
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3) ALL LOAD BEARING WALLS TO BE FRAMED 16' 0 C.
4) ALL NON LOAD BEARING WALLS TO BE 24" 0 C
5) SHADED WALLS TO BE 2' x 6' THICKNESS FOR PLUMBING
PLANK 2431 FRAMING PLAN
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ADDRESS LOT Century
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BILK Homes
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Area Calculator:
Add to
Library
Window
Name
Assembly Type
Quantity
Width
x Height
= Unit
Area
Total
Area
U-Factor
SHGC
Comments/
Description
1 1
137
x 5'0"
Metal Frame, Do
3
T-0"
6'-0"
18.00
54.00
ft2 1
0.6501
0.340
2 1
2 - 37 x 6'0"
mulled
Metal Frame, Do
2
6'-0"
6'-0"
36.00
72.00
ft2
3 1
13'0"
x TO"
Metal Frame, Do
1
31-0"
3'-0"
9.00
9.00
ft2
4 1
147
x 4'0" fixed
Metal Frame, Do
1
4'-0"
4'-0"
1 16.00
16.00
ft2
5 1
3 - 3'0" x 5'0"
mulled
Metal Frame, Do
1
9'-0"
I
5'-0"
1
45.00
45.00
112
6
TO" x 7'0"
Metal Frame, Do
2
3'-0"
7'-0-
21.00
42.00
112
7
27 x 7'0"
Metal Frame, Do
2
2'-0"
7'4'
14.00
28.00
ft2
8
3'0" x 6'0"
Metal Frame, Do
2
T-0"
6'•0"
18.00
36.00
ft2
9
2'0" x 6'0"
Metal Frame, Do
2 1
2'.0"
6'-0"
12.00
24.00
ft2
0.650
0.340
10
310" x 1'6" AR TR
Metal Frame, Do
1
D = 3'-0"
3.53
3.53
ft2
0.650
0.340
11
1'4" x 60" sl
Metal Frame, Do
2
1'-4"
6'-0-
8.00
16.00
112
12
TO" x 4'0"
Metal Frame, Do
1
6'-0"
2'-0"
12.00
12.00
ft2
131
ITO" x TV AR TR
Metal Frame, Do
1
D = 7'-0"
19.24
19.24
ft2
0.650
0.340
14
15
16
17
18
19
20
21
22
23
24
Window Area Total: 376.77
10/241071019:12 1/1
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Area Calculator:
�=MIIM!
lawn==
Description
Door Area Total: 55.56
10/24/07 10:20:10 1/1
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CS20 (ATTACH TO
FRAMING ON OPPOSITE
SIDES OF SHEATHING)
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3" GRID PATTERN Sd
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COMMON NAILS TO
HEADER
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16d SINKERS; 3"O.C.:
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°
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3 BOTTOM PLATE
TYPICAL
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1. THICKNESS T = 4"
2. BEAM WIDTH W = 10"
3. BEAM DEPTH D = 28"
4. AREA = 2251 SQ. FT.
5. EST. CONCRETE = 66 YDS.
CAUTION: VIBRATE ALL CABLE LIVE AND DEAD
ENDS TO ENSURE MAX. DENSITY CONCRETE,
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1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, ALL
EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A MINIMUM OF 12 'I
INCHES INTO UNDISTURBED SOIL OR UNIFORMLY COMPACTED S�
FILL. THE SELECT FILL SHOULD BE NON -EXPANSIVE SOIL WITH
PLASTICITY INDEX BETWEEN 6 TO 14, AND SHOULD BE PLACED INC
LIFTS OF 6 TO 8 INCHES AND UNIFORMLY COMPACTED TO A MINIMUM
OF 95% OF ASTM D698 (STANDARD PROCTER) MAXIMUM DENSITY AT A
MOISTURE CONTENT WITHIN 3% OF OPTIMUM. WHEN FOUNDATION sm
SITE CONTAINS FILL (MAX. V-01, THE DEEPEN BEAM DETAIL SHOUL
USED IN THESE FILLED AREAS. FOR SITES WHERE FILL IS GREATER
THAN 3'-0', PLEASE CONTACT AGTM ENGINEERING LLC TO
INCORPORATE PIERS INTO THE DESIGN.
2. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH MINIMUIM
STRENGTH OF 3000 PSI AFTER 28 DAYS AND SHALL CONFORM TO ACI
318, ACI 301, AND ASTM C94, MOST CURRENT EDITIONS.
3. CONCRETE SHALL NOT BE PLACED WITH SLUMP GREATER THAN 5
INCHES. WATER SHALL NOT BE ADDED TO CONCRETE AT JOB SITE.
4. WHEN SPECIFIED ALL #3 BARS SHALL BE 40 GRADE STEEL AND ALL
#4 OR LARGER BARS SHALL BE ASTM A-615 GRADE 60
5. PLUMBING MAY CROSS BEAMS BUT NOT BE PLACED IN BEAMS.
B. ALL GRADE BEAMS AND SLAB AREA SHALL BE FREE OF ANY
STANDING WATER AT THE TIME OF CONCRETE PLACEMENT.
7. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS RECOMMENDED.
8. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH
SLAB AREA.
9. ALL STRANDS 1 /2" DIA. - 270 K.
10. THIS FOUNDATION DESIGN IS CONSIDERED INVALID UNLESS
ACCOMPANIED BY A LETTER FROM AGTM ENGINEERING LLC
AUTHORIZING ITS USE ON A SPECIFIC LOT & BLOCK, OR ADDRESS.
11. PLANS CAN BE REVERSED ON LOT AT. BUILDERS DISCRETION.
12. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY, SET
FORMS, DROPS, HANDICAP RAMPS, ETC., BY ARCHITECTURAL FLOOR
PLAN OR AS SPECIFIED BY OWNER/GENERAL CONTRACTOR.
13. AT CONTRACTORS OPTION, LIVE END AND DEAD END REVERSAL IS
Lo PERMITTED.
14. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE INCLUDED OR
OMITTED AT EXTERIOR DOOR OPENINGS.
fAN
. DRAINAGE, DRAINAGE, DRAINAGE THE FINAL GRADE AROUND
E FOUNDATION SHALL BE 8" BELOW THE TOP OF THE FOUNDATION
D SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF WIN 5'-0".
16. TO INSURE PROPER DRAINAGE AS STATED ABOVE, THE ELEVATION
OF THE TOP OF SLAB SHALL BE A MINIMUM OF 12 INCHES ABOVE THE
HIGHEST NATURAL GRADE ELEVATION AROUND THE PERIMETER OF
THE SLAB. WITHIN A MIN. DISTANCE OF 5', STANDING WATER (PONDING)
WITHIN 10' OF THE FOUNDATION PERIMETER WILL RESULT IN SOIL
EXPANSION WHICH WILL CAUSE FOUNDATION PROBLEMS.
17. VIBRATE CONCRETE @ ALL CABLE LOCATIONS ESPECIALLY AT
CORNERS WHERE SEVERAL CABLES ARE ANCHORED. MAXIMUM
CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT,"
DOES NOT OCCUR DURING CABLE STRESSING. a
18. THE FOLLOWING SYMBOL INDICATES DROP IN
FOUNDATION. THE AMOUNT OF DROP AND EXACT
LOCATION IS TO BE DETERMINED BY PLAN OR AS
DIRECTED BY OWNER/CONTRACTOR.
0- STEEL REQUIRED. SEE DETAILS
17-SEE DEAD END ANCHOR DETAIL
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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 . . . . . 07-00003401 Date 12/17/07
Application pin number . . . 779237
Property Address . . . . . . 2461 NEWARK CIR
Property ID: 184200-2501-0190
R #: R303657
Application type description RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . . . . . .
Property Use . . . . . . . . RESIDENTIAL
Property Zoning . . . . . . . PLANNED DEVL DISTRICT
Application valuation . . . . 173646
Owner Contractor
------------------------ ------------------------
GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES
4490 CASTLEGATE DR 5001 HWY 287 S
COLLEGE STATION TX 778453388 ARLINGTON TX 76017
(817) 561-4369
--- Structure Information 000 000 SINGLE FAMILY
Construction Type . . . . . COMBUSTIBLE (UNPROTECTED)
Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX
Other struct info . . . . . EXTERIOR WALL TYPE BRICK
IMPACT/PRORATA FEES PAID NA
FOUNDATION TYPE SLAB
NUMBER OF GARAGE BAYS 2.00
TYPE OF GARAGE (ATT/DET) ATT
HEATED AREA 2631.00
INTERIOR WALL TYPE SHEETROCK
NUMBER OF BATHROOMS 4.00
NUMBER OF BEDROOMS 4.00
SEWER TYPE PUBLIC
TRAFFIC IMPACT ANAL (TAZ) 441.00
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . . GS
Permit pin number . 535856
Permit Fee . . . . 93.00 Plan Check Fee .00
Issue Date . . . . 12/17/07 Valuation . . . . 173646
Expiration Date . . 6/14/08
Qty Unit Charge Per Extension
BASE FEE 93.00
----------------------------------------------------------------------------
Special Notes and Comments
-Make sure 2nd floor windows are 24" Above Finished Floor.
-Engineered Bracing
*ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING
------------------------- -------------C °-- ---- ------ -------
BUILDING DEPT EP ENTATIVE : . e _�,. _ -Y_. _
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 2
Application Number 07-00003401 Date 12/17/07
Application pin number . . . 779237
------------------------- --------------------------------------------------
Special Notes and Comments
UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTER(S)
*PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22"
X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY
*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.
*Garage ceiling must have 5/8" Type X sheetrock when there
is Habitable space above the garage.
*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
*Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8"
side & 16" front) For Openings >6 sq. ft. (12" side & 20"
front)
*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
Outside A/C Unit
*PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE
BUILDING DE
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 . . . . . 07-00003401 Date 12/17/07
Application pin number . . . 779237
----------------------------------------------------------------------------
Special Notes and Comments
OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES
*PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO
BE ELEVATED TO ALLOW FOR ATTIC INSULATION
*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 DRIVEWAY WIDTH MEASURED AT THE
PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12'
*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 2006 IRC
*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
*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 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.
----------------------------------------��-------------
BUILDING DEPT REPRESENTATIVE
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 4
Application Number . . . . . 07-00003401 Date 12/17/07
Application pin number . . . 779237
----------------------------------------------------------------------------
Special Notes and Comments
*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
*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 PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO
GLAZING RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 200
TO 30% A .35 FACTO OR LOWER SHALL BE MET.
*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.
*STAIRS SHALL COMPLY WITH SECTION R-311 (2006 IRC) WITH A
CONTINUOUS HANDRAIL OR SECTION
1009 (2006 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 2O06 IMC
*IF AN OPERABLE WINDOW IS MORE THAN 7211 ABOVE EXTERIOR
FINISHED GRADE THEN THE LOWEST PART F THE WINDOW OPEN NG
----------------------------------------------7�- -------------------
BUILDING DEPT REPRESENTATIVE:
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 07-00003401 Date 12/17/07
Application pin number 779237
----------------------------------------------------------------------------
Special Notes and Comments
MUST BE AT LEAST 24" ABOVE THE FINSHED FLOOR FROM INSIDE THE
ROOM.
*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.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total
Plan Check Total
Grand Total
93.00 93.00
.00 .00
93.00 93.00
----------------------------------------
-----
BUILDING DEPT,-PtPRESENTATIVE:
APPLICANT: �%\
.00 .00
.00 .00
.00 .00
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ADDRESS/LOCATION:
APPLICATION FOR BUILDING PERMIT
1101 TEXAS AVENUE
COLLEGE STATION, TX 77940
(979) 764-3570 (079) 794-3496 PAX
WWW.CSTX.GOV
9L1/ I Af1-1. VA 17 L./ ./.n .
DATE:
APPLICATIO14 a U I
TEMP POLE 0_ 0 F -Z 110
LOT ,A�EILOCK _ � SUBDN(SION_C&STL - ATL SEC/PH'
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BUSINESS/OWNER NAME; I�L,AS,j �C l �A ("),Q� 1CS PMONE:
_I•&•a -�
CONTRACTOR/HOMEOWNER:Ql E LUZ-pHONE: (- �5
CONTACT PERSON FOR REVIEW COMMENTS: r I
PHONE: q'�gg0-
FAX: "3�l 7 EMAIL:
ELECTRICIAN: PLUMBER:
HVAC: GOOD CENTS (Residential only):
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTIONSLAB ONLY
DUPLEX (Landscape Plans) REMODEURENOVATION* SWIMMING FOOL
TENT/CANOPY
DESCRIPTION OF WORK;
PROPOSED USE:
U�HOMEOWNER ASSOCIATIONIARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL ,�_
TEXAS ACCESSIBILITY STANDARD (PAOJT REGISTR ATION# EABPId.1MIA S
VALUATION: $ q
� TOTAL AREA 33� HEATED AREA: (p3
(Cost of bar and Materials) 1
PUBLIC SEWER
SEPTIC/TREATMENT SYSTEM
'J It
r SEWER TAP:
' WATER TAP: size
SIZE
OTHER TAP:
TEMP PoLe
GARAGE TYPE:
sME
Pc-i A
NUMBER OF BEDROOMS:
NUMBER OF BATHROOMS:
INTERIOR WALL TYPE:
EXTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
SINGLE [—] DOUBLE
ATTACHED
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a�IN6
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TRIPLE a
CARPORT 71
SIGNATURE OF APPLICANT:
'if Proposed wnrlc involy®s new oommemi 'tom en or Bade imRrovem c-�y�vaSioe�s 4®el� exls4ing
commercial Property. building elevations are required.
04"40,009@•9
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Official Use Only
1 F/P Plans Examiner Zoning Official nlr Fire Marshall
S+�Rt r g�'w4-
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.�1'gwLtir Accra r NO / 40ee
Jun 1U U/ 02:Ubp uch .- is1cs i UVU JUGJ
Energy Conde Compdianci a Information
Glazing of exterior walls
Insulation R. value of exterior walls
Insulation R value of ceiling I (flat areas)
Insulation R value of ceiling 2 (vaulted areas/no attic)
Glazing SHGC (Solar Heat Clain Coefficient)
Glazing U-Factor
R value of ductwork
A/C SEER Rating .
Protection Against Subterranean Termites
Chemical Termiticide Treatment (Soil TreAment)
❑ Chemical Termiticide Treatment (Field Applied Wood Treatment)
® Physical Barriers
® Other
*Verification of Applieatlon shall be submitted Eo the of College Station
Building Department prior to issuance of the Cerdflsate of Occupancy.
V PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
"W CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning& DevelopmentServitet COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
PLAN REVIEW/PERMIT NUMBER# D _ 2 O /
DATE: 11 _ '
_ U
BUILDING ADDRESS: A L/ ' �ew�c_ r
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
OK
II. Framing: Floor, Wall, Ceiling and Roof Requirements
NA/
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
O
E.
Header sizes indicated on plans
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
O.
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.
/ K
OK
u
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning& DevelopmentServitei COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
III. Stairway Requirements
A. Stairway Details
NAW
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 ed e
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
N
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
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
VI. Plumbing Requirements
A. Pressure reducing valve required when water pressure exceeds 80 psi
NAXV
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
NA/ K
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
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
NA/
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
A/ K
Does not block any water course or divert any flow
Elevation certificate needed
K
"APPROVED PLANS PER IRC SECTION R106.3.1."
EXAMINER
Z - �/- 0!7
DATE