HomeMy WebLinkAboutRES2007-01452 2234 CARLISLE CT BUILDING PERMITPREPARED
9/13/07,
8:03:24
INSPECTION TICKET PAGE 7
City of
College Station
INSPECTOR: BUILDING INSPECTOR DATE 9/12/07
------------------------------------------------------------------------------------------------
ADDRESS
. : 2234 CARLISLE CT
SUBDIV: CASTLEGATE SEC 10,11,12,13
CONTRACTOR CLASSIC
CENTURY HOMES PHONE (817) 561-4369
OWNER
CLASSIC
CENTURY HOMES LTD PHONE
PARCEL
184200-0121-0020
-
APPL NUMBER: 07-00001452
RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT:
BLDG 00 BUILDING PERMIT
REQUESTED
INSP
DESCRIPTION
TYP/SQ
COMPLETED
RESULT
RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01
6/14/07
OC
BLDG, FOUNDATION -SLAB TIME: 17:00
6/14/07
DP
June 14, 2007 10:26:51 AM kwolfe.
No Strings Up On Setbacks
B100 02
6/15/07
OC
BLDG, FOUNDATION -SLAB TIME: 17:00
6/15/07
AP
June 15, 2007 11:43:13 AM kwolfe.
June 15, 2007 11:45:52 AM kwolfe.
B115 01
7/30/07
JGM
BLDG, FRAMING TIME: 17:00
7/31/07
AP
July 30, 2007 9:12:34 AM glsouth.
07/31/2007 08:23 AM JGM PDA
framing not per print, need to sheetrock over fireplace,
need anchor bolt at back door
B13b 01
8/02/07
OC
BLDG, INSULATION TIME: 17:00
8/03/07
DP
August 3, 2007 11:10:00 AM acarter.
08/03/2007 12:26 PM OC PDA
did not work notes left on framing inspection . bricked
before inspections were done.
B130 02
8/06/07
JGM
BLDG, INSULATION TIME: 17:00
8/06/07
DP
August 3, 2007 3:32:36 PM acarter.
08/06/2007 04:05 PM JGM PDA
wind bracing not per print, missing letin brace on back
wall, need to remove brick on garage return to verify
nailing pattern
B130 03
8/07/07
JGM
BLDG, INSULATION TIME: 17:00
8/07/07
AP
August 7, 2007 8:10:28 AM glsouth.
B125 02
9/12/07
BI
BLDG, FINAL TIME: 17:00
1:T,-)3-C%7
September 12, 2007 4:03:47 PM kwolfe.
B125 01
9/12/07
11416
BLDG, FINAL TIME: 17:00
9/12/07
DP
September 11, 2007 2:42:34 PM kwolfe.
afternoon
09/12/2007 03:07 PM RH PDA
Need proper address. Need to display energy requirement
dsta on inside of electrical service panel door.
-------------------------------------- COMMENTS AND NOTES ------------------------------------
11
Date: 9/13/2007
Inspection Comments for Finals
Permit Year: 7 Permit Number: 1452
Address: 2234 CARLISLE CT
Insp.
Type
Inspection Type Code
Description
Insp.
status
Inspection Result Comments
B100
BLDG, FOUNDATION -SLAB
IC
No Strings Up On Setbacks
13100
BLDG, FOUNDATION -SLAB
IC
June 15, 2007 11:45:52 AM kwolfe.
13115
BLDG, FRAMING
IC
07/31/2007 08:23 AM JGM PDA
13115
BLDG, FRAMING
IC
framing not per print, need to sheetrock over fireplace,
13115
BLDG, FRAMING
IC
need anchor bolt at back door
B125
BLDG, FINAL
IC
09/12/2007 03:07 PM RH PDA
B125
BLDG, FINAL
IC
Need proper address. Need to display energy requirement
B125
BLDG, FINAL
IC
dsta on inside of electrical service panel door.
B130
BLDG, INSULATION
IC
08/03/2007 12:26 PM OC PDA
6130
BLDG, INSULATION
IC
did not work notes left on framing inspection . bricked
B130
BLDG, INSULATION
IC
before inspections were done.
B130
BLDG, INSULATION
IC
08/06/2007 04:05 PM JGM PDA
B130
BLDG, INSULATION
IC
wind bracing not per print, missing letin brace on back
B130
BLDG, INSULATION
IC
wall, need to remove brick on garage return to verify
B130
BLDG, INSULATION
IC
nailing pattern
P100
PLBG, ROUGH IN
IC
June 5, 2007 2:51:51 PM kwolfe.
Page 1
JUN-14-2007 TNU 04:44 PM P,003
S U R V E Y P L A T
This is to certify that I have. this e. made an on the ground survey of the property
\located on 2234 CARLISLE COURT in the City of COLLEGE STATION, BRAZOS COUNTY, Texas,
described as follows:
Lot 2. 6�S%T'AWM-n_-
CASTLEGATE— BDIVISION, SECTION 12, an Addition to the City of
COLLEGEnty. Texas, according to the Map or Plat thereof recorded in
VOLUME 5779, PAG 15-116, of the Deed Records of BRAZOS County, Texas.
4 V 8=1
VOL ti»s. P0.
ai»PAM
. 1t1e-116
/ s• sine, UK
VOL SrA, Pc 175-119 L
\
,•
�4
.V'A IV"*,
t *_ 7 /'W
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4P
V06 s�.Pic'�1,s-ns
d G�'
2. Basis of Bearing - Subject Plat
3. C.M. = CONTROLLING MONUMENT
— INDICATES FLAW OF STORM WATER
—K VOID FENCE
*: t ........................
1AIlliom P. Price
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Y Y�w.mwdP. ,A. Yaw�l...1 Ib p.pelr ..t YwY fiver M.r�Y �u. W. . tni..r� w�►wr �y� fiwn tti n w biwM i w fin.. w wlt � 11. �Iw�w�� w� s rM4 MowMw�Y. w�Ae1� r an
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9
BSC
BUENA TIERRA GROUP �°' "� °'-
TT ffus" • ci01=1r 0 • KAK46(�' off: oe,
400 SOUTH INOUSTRUL BOULEVARD SUITE 228 (817) 354-1445
r.
EULESS. TEXAS 76040 (817) 354-1451 (F)
DRWN Or. W
Date: 9/12/2007
Inspection Comments for Finals
Permit Year: 7 Permit Number: 1452
Address: 2234 CARLISLE CT
Insp.
Inspection Type Code
Status
Inspection Result Comments
B100
BLDG, FOUNDATION -SLAB
IC
No Strings Up On Setbacks
B100
BLDG, FOUNDATION -SLAB
IC
June 15, 2007 11:45:52 AM kwolfe.
B115
BLDG, FRAMING
IC
07/31/2007 08:23 AM JGM PDA
B115
BLDG, FRAMING
IC
framing not per print, need to sheetrock over fireplace,
B115
BLDG, FRAMING
IC
need anchor bolt at back door
B130
BLDG, INSULATION
IC
08/03/2007 12:26 PM OC PDA
B130
BLDG, INSULATION
IC
did not work notes left on framing inspection . bricked
B130
BLDG, INSULATION
IC
before inspections were done.
B130
BLDG, INSULATION
IC
08/06/2007 04:05 PM JGM PDA
B130
BLDG, INSULATION
IC
wind bracing not per print, missing letin brace on back
B130
BLDG, INSULATION
IC
wall, need to remove brick on garage return to verify
B130
BLDG, INSULATION
IC
nailing pattern
P100
PLBG, ROUGH IN
IC
June 5, 2007 2:51:51 PM kwolfe.
Page 1
WF0908425 / 001 City of College Station
T
PAGE 1
REQ. DATE: 05/24/07 �- 05/24/07 16:10:36
LOCATION: 2234 CARLISLE CT LOC ID: 199340
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: 05/24/07 SCHED COMPLETION: 05/24/07
********************************************************************************
JOB ORDER RESULT COMMENTS
Amber Carter - Re: Calling for C.O. for 2234 Carlisle Ct
From: Terry Boriskie
To: Amber Carter; Benjamin McCarty; Chris Haver;
Date: 9/12/2007 3:32 pm
Subject: Re: Calling for C.O. for 2234 Carlisle Ct
Fred Burris with Classic Century Homes has been notified of the repairs.
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
>>> Paul Schoenfeld 9/12/2007 3:15 pm >>>
Water needs to be raised to grade.
Sewer ok.
Paul
>>> Amber Carter 9/12/2007 12:31 PM >>>
by #07-1452
Any issues?
Amber Carter - Re: Callinq for C.O. for 2234 Carlisle Ct
From: Terry Boriskie
To: Amber Carter; Benjamin McCarty; Chris Haver;
Date: 9/12/2007 3:32 pm
Subject: Re: Calling for C.O. for 2234 Carlisle Ct
Fred Burris with Classic Century Homes has been notified of the repairs.
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
>>> Paul Schoenfeld 9/12/2007 3:15 pm >>>
Water needs to be raised to grade.
Sewer ok.
Paul
>>> Amber Carter 9/12/2007 12:31 PM >>>
by #07-1452
Any issues?
1
'AGTM'
N; Engineering, LLC
401 S. CLAY STREET, ENNIS, TX 75119
1
May 1, 2007
Classic Century Homes
5001 Hwy. 287 South
' Arlington, TX 76017
The following post -tensioned foundation plans are herein authorized for construction at the address and legal
description shown below.
Lot Blk Subdivision Address City County State
' 2 1 Castle Gate 2234 Carlisle Ct. College Station Brazos TX
' A site specific soils report was not provided. The foundation has been designed based on the following soils
conditions.
Allowable
' Soils Laboratory Bearing Pressure P.I.
Brazos County USDA Soils Survey 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.
Sin r
1 .cS OF•r /V
509950
70NAL. r
' 5/1/200'/
A.G. (Tony) Medina
' Registered Professional Engineer
PTF0407087
I
IPHONE: 972.878.ENGR (3647) FAX: 972.875.1398 • E-MAIL: info@txfoundations.com
M11041
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SINGLE FAMILYA
BRICK RESIDENCE
PLAN # 1531
7'-6"
40'-0"
7'-6"
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18' CONC.
O VEWAY
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5' P.U.E
55.00'
2234 CARLISLE CT
IN
LOT 21 BLOCK 1
CASTLE GATE
COLLEGE STATION, BRAZOS CO.
TX
\BRICK QUOINS 16' x T OVHD
W I'PROJECTION
f
PLAN# 1531
ADDRESS 2234 CARLISLE CT
LOT 2
BLK 1
SUBDIVISION CASTLEGATE
PROVIDE STEEL LINTELS AT ALL
MASONARY OPENINGS AS REQUIRED
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ROWLOCK
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20
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
40' 0"
12-0"
12-011
16-0"
Q
--4'
6" 3-
0' 4- 6'
0'. 3' 9" _ 2- 8"
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2-8-
77-T71111'�<
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____________
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-----------------------------
FAMILY
SLOPE 8'- 10'
2- -.5-
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51'
co
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MSTR
SUITE
SLOPE
8'- 10'
04
4"
ZD
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2- 4" 6- 0'
3' 8" 11
16-0"
BDRM 2
8'CLG
----------------------------
Ey 8'CLG
W m :DW
KITCHEN::
11 3"
1 3- 11 ;,'2' 4-1 10" 6'
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8'CLG
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TRY
4- 2" 'O 4- 11-
11-5"
[ 2' 4" 6, 2" .19,
-
DINING.
ATTIC 3' 0'
8' CLIG 00
GARAGE
ACCESS
ORCH
co
8'CLG
27 S'DELUE
ATTIC STAIXR
BID
ro
FOOTAGE
LIVING 1531
GARAGE 445
PORCH 32
TOTAL 2008
2'.7
13/19"0" 5-4"
COPYRIGHT 1997
0
FRED BURRIS
SEE ELEVATIONS FOR
NINDOWS SIZE AND LOCATIQ
16' 0*
20-6" 8 3/16"
14'9 13/16"
1
40-0"
PLAN # 1531
ADDRESS 2234 CARLISLE CT
LOT 2
BLK I
SUBDrVISION CASTLE GATE
lassic
Century
Homes
co
NOTE:1) Foundation anchor bolts at
3) All lower sole plate to be
4) Provide hand rails on all stairs/steps
6'0" o.c. as per 2000 IRC
Pressure treated as per
with a minimum of 2 risers as per
sec. R403.1.6
sec. R323. 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. R314.2)
design to meet 90 m.p.h.
stainless steel, silicon bronze
5) Masonry veneer anchorage of
wind criteria as per sec.
or coper only as per sec. R323.3
24" horizontal and 18" vertical as
R301.2.1 and table R301.2(4)
per sec. R703.7.4.1 and weep holes
2000 IRC code.
at a maximum of 33" o.c. as per
sec. R703.7.6.
1o�,
8' 1 1/4" PLATE
BRICK
LEFT ELE
\ BRICK BRb
co
RIGHT EL
REAR ELEVATION
PLAN# 1531
ADDRESS 2234CARLISLE CT
LOT 2
BLK 1
SUBDIVISION CASTLE GATE
Century
Homes
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1
1
1
1
1
1
a�
SUITE FAMILY
B'-CLG SLOPE
8' - 10' SLOPE 8' - 10'
-------- - ---------
BLOCK l WIRE ,
FOR FAN ONLY \ \
BDRM 2
8' CLG
8' CLG /
'� II KIT EN
II
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Y {�
BDRM 3 UTIL-�• ENTRY --�->_
8' CLG 10' CLG
CIS GAS) \
GARAGE}iod POf3-H DINING
8' CLG IA;k g 8' CLG
4P
COPYRIGHT 1997
FRED BURRIS
NOTE: 1) Lighting on stair to conect from switch @ top 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
w/ battery backup power as per sec. R317
3) Provide 110 outlet & light near HVAC unit for
service with switch.
PLAN# 1531 ELECTRICAL PLAN
lass�c
ADDRESS
LOT Century
BLK Homes
SUBDIVISION AIJLtNuu Own nAy AQ,&bk
Electrical
ceiling fan spotlights 1
fluorescent fixture
O
pol light
Light
Outlet
$
Switch
0 0 0 0 o
vanity bar It
®
fan
outlet
outlet 220v
&
Outlet gfi
6
smoke detector
q
switch
1
1
LwL
1�
C
r
20
NOTE:
1) VENT ROOF AS REQUIRED
2) ALL RAFTERS TO BE 2" x 6" @ 24" O.C. MIN.
3) ALL HIPS, VALLEYS, AND RIDGES TO 2" x 8" MIN.
4) PROVIDE COLLAR TIES @ 4'0" O.C. ON ALL RIDGES
5) PURLIN BRACING AS REQUIRED TO BE IN ACCORDIANCE W/ 2000 I.R.C.
8' 1 1 /4" PLATE
GABLE
PLAN#
1531 ROOF FRAMING
lacsic
Century
Homes
ADDRESS
LOT
BLK
SUBDIVISION
w
T
80
1
1
1
1
1
1
1
1
1
PLUMBING
PLANK 531 FRAMING PLAN
lassic
ADDRESS
LOT Century
BLK Homes
SUBDIVISION pIlxy Nan. O.•n nAp A// NJ4
TYPICAL 2XI nOINO ECTERLOA WALLI—PaI10JfI At
SNELNOTE.
AMTWIA� frNTnnIW[S A¢ VFliT aARLEA f N• O L
AIA IAIWEa TYPIGLFLtpASYS1EIL f]NS ATaWiE.TDaE x6SALLm ]OTNAT
hI51WSa Ir.. w' facnlNWOI All— iMOTtt:CRI(TFD 1) Foundation anchor bolts at
N] GATT nL WAR. TInSSSPTIRWIIANII1xx22ff5f
In•omLAA aoAao maETrrEasman arF2woanl Nlr, nu AAFTEIIa f N•oc 60" o.c. a5 per 2000 IRC
nrlDuaa LTaurnnxLw sec. R403.1.6
m aorlw ruTE 2) A0 Gaming and structural
In• LYW000PrIATo. iIn of desipl to meet 90 m.pX
x rTTrs
wind criteria as per See.
i R3011.1 and table R3012(4)
IATTnJSHLATR2NT0A±r W FLWIL 2003 IRC code.
WEnn2EA nLartcnIlLAr NI" 1, RLos NoeuIAMN 3) All lower sole plate to be
Pressure treated as per
m¢A TA n. FATPAmR WAu sr s"�Ir sec. R323 All fasteners
r FACC uIU AI �_r. TO PLATES FASCIA to be hot dipped galy steel,
SRTAI aTIfS •Jl1 nATFS
rAnsACE rE Tee stainless steel, silicon bronze
'anvAINTRI or coper on u sec. R323.3
NIaAWFA aRRx IULLtir WOTi110F SORrt WJEJ71W1Y VACtDVFNrs Tr''FFAACEARI�(1tL RERpR WALL 4) Provide hand railso aO stairs/steps
R ZATT PIA•.A gri0(w 106T NETNlalar TIFS
uraAsxmaon *AN+ TavFTrtEwrTaDmcu prat Pori 4ACa w'ithaminm2umof2nsersuper
AT amToxl ursxuT sec. R315. (min. suit mead 10':
AuaAmra tnau riser 7 314" sec. R314.2)
a.J sTlms G Ir.�
10IATTIINLATRM 5) Masonry veneer anchorage of
T-1 :..RIM E<TUM "A"—IiETxOcx 24' borizonul and 18' vernal as
4' FACE 7PT 1L Ikf aN« Aric. 0A WALL
LnrAL."' TIE per see. R703.7.4.1 and weep holes
HETALIRIrI IET
('AIR SPALE 1•AIILUACE Its maximum of 33' O.C. a5 per HANDRAIL I IM• NIN
Io'�� ATNr MEATHoa2 see. R703.7.6. Tr.1WNAXSVF
AIRaNWEa
hA TUDS',Ir., STIRS"MAIRIAA2sx
an RATT IN9ILATARJ .13RAT IS•nr
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J ' ALL A201LIIXSILNSTIUMNES B.
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ux�o+m
TTPICAL ROOF . • '.
SHINGLES
112' PLYWOOD SHEATHING
C/W "H' CLIPS
MIN. 2"X6• RAFTERS • 24- ..c.
BATT INSULATION
CONTINUOUS AIR VENT BAFFLES
.24' O.C. ROOF PI'
END AT RIDGE TO BE INSTALLED
50 THAT AIR FLOW IS NOT I (OVERRAN
RESTRICTED
WOOD FASCIA
SOFFIT MATERIAL
TYPICAL BRICK FXTERIOR WALL
FACE BRICK
I' AIR SPACE
IR' SHEATHING
2"R4- STUDS • 16" o.c.
BATT INSULATION CITY OF LOCKHART
Ill' SHEETROCK TYPICAL ROOF OVERHANG DETAIL
SPNERESNALL
ram.
2YJ a(mou MTEIaF.A
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CHIMNEY CAP
LUE CHIMNEY
2X4BAND CAP
2X4 BAND
2X4 FRAM G ,
MEMBER - 2� 4,-, - 2X4 FRAM
MEMBER
SIDE VIEW OSB
SIDING -
TYPICAL WALL DETAILS
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214" 1010" MIN.
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Comments/
Description
'mom
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64A LAI�I-t
Window Area Total: 195.00
04/23/07 14:48:35 1 /1
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Comments/
Description
Door Area Total: 55.56
04/23/07 14:48:35 1 /1
Aug 03 07 03:19p Cch - B/cs
Rug 03 07 03:37p Tony Medina
979 690 3823 p.2
1 (972) 875-1398 p.1
ineering, LLC
August 3, 2007
City of College Station
401 S. CLAY
Subject: Brace Wall Panel Design at 2234 Carlisle Ct.
College Station, TX
RE: AGTM Job Code: BWPO407089
At the subject address, a 16" alternate braced wall panel in
accordance with the attached sketch is acceptable for the
garage door opening.
Sincerely
813/2007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.87&ENGR (3647) • FAX: 972-875.1398 • E-MAIL: infD4@txfmmdations.com
TX 75I19
Aug 03 07 03:19p Cch - B/cs 979 690 3823
Rug 03 07 12:05p Tants Medina L (972) 875-1389
p.3
P.
ineering LLC
Header
clear
span
6'-18'
Simpson LSTA;
or C320 (attach
to framing on
opposite side
of sheathing)
Min. 3/8"
wood
structural
panel
sheathing
5/8"
anchor
boft
embedded
7" min.
1905 WEST ENNIS AVENUE, SUITE
16" for single story,
24" for 1st of 2 story
3" grid
• . .. pattern 8d
. common
• • • nails to
. header
• Top plate
to header -
2 rows
• • of 16d
• • sinkers,
• • 3" o.c.
3" o.c.
nailing
in all
..
framing-
• • studs,
. • block, top
plate, and
behind the
STHD14
holdown
' 3 bottom
o =� Plates (inset)
Simpson STH1314
(retrofit holdown
not Permitted),
ENNIS, TEXAS 75119
Braced wall panel for garage door opening -- less than 29-8" wide.
ENINIS BUSINESS PARK WEST E-MAIL. aglm(a�agtmcng com
PHONE: 972.878.ENGR (3647) FAX: 972.175.1398
TOP PLATE TO
HEADER - 2 ROWS OF
16d SINKERS, 3"O.C.
3" O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
AND BEHIND THE
STHD10 HOLDDOWN
5/8" TITAN ANCHOR BOLT MI
EMBED. DEPTH -4"TY
HEADER CLEAR
ACROSS
IS22PAN
-8
MIN. 3/8" WOOD STRUCTURAL
PANEL SHEATHING (SINGLE
SIDED FOR 1 STORY.)
EDGE NAIL 8D COMMON,
6" O.C. (1 STORY)
xx
FIELD NAIL
8D COMMON, 12" O.C.
Q
0
T
2 - -'.'ANCHOR BOLTS
EMBEDDED 7" MIN. (1 STORY)
1800 LB HOLDOWN
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
1-STORY- 2'-8" MIN.
TYPICAL BOTH SIDES
SIMPSON LSTA21 OR CS20 (ATTACH
TO FRAMING ON OPPOSITE SIDES OF
SHEATHING) TYPICAL BOTH SIDES
OF OPENING.
3" GRID PATTERN 8d 4" MIN 4" MIN
COMMON NAILS TO
HEADER • ,.
--- is :i ---
J: H ADER CLEAR SPAN 6'
J. WN. (BETEN 6' O 18') 17
Q Q
0 0
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N.
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1800 LB HOEDOWN
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
1-STO RY- 24" M I N .
. 4
5'-O" MIN.
Mr STRUCTURAL TYP.
SHEATHING
HTYR
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OD 4 -0" I
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THAN 12'-e
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THAN 12'
680LOVOdM9
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4 0 w— — Ito • I• DRAPE BEAM STRAND DRAPE BEAM STRAND I s,DRAPE BEAM STRAND s WHEN INDICATED
WHEN INDICATED WHEN INDICATED / ON PLAN, TYPICAL
ON PLAN, TYPICAL p ON PLAN, TYPICAL #4 BARSVAPOR ( @12.00 UNDISTURBED RAND
M �/ #3 SUPPORT STAKES RETARDER SEE PLAN FOR EACH WAY 7 ANCHOR
—#3 SUPPORT STAKE TYPICAL I FP DIMENSIONS SOIL GRADE
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D ETAI L "A" D ETAI L "Al " SPACED @ 12' O G AS �- FORM BOARD
N 'm REQUIRED PER BEAM
DETAIL "EII H DEPTH CHAIR
NOTE IT IS IMPORTANT TO USE THIS DETAIL
WHEN THERE IS A X OR LESS SLOPE IN THE !
BRICKLEDGE WHEN #4PORTVERTICAL FOUNDATION FOOT PRINT AREA TO INSURE
' APPLICABLE SUPPORTS @ 48' THAT
1- ¥4 BACKUP BAR SETTLEMENT DOES NOT OCCUR, THE w Yz Y - • .
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PENETRATE UNDISTURBED SOIL A MIN OF 12'� c7 t- ¢ TIE WIRE
yyyy_ ,� STANDARD DEEPEN 1��,���,,,,�,,�" • . CHAIR
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WHERE APPUCABLE SI• WHEREAPPUCABLE
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APPLICABLE WHERE j� �7)I�I(I STRAND
APPLICABLE iJ''i 1 ' I�I`�s11V WHEN INDICATED f ENSURE SHEATH IS OES°NOT
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WHEN INDICATED - ;y,, d' -= CUT PLASTIC
ON PLAN, TYPICAL 4� DRAPE BEAM G ¢ 9 O C E W I C , . • ' HERE
STRAND TOP OF _� II�(y�- DRAPE BEAM - BEAM \-- WOOD
p I 1t/ .I }F WHEN INDICATED GRADE' , { I I 1 4•! >• STRAND 3'-p MAX W BEAM STRAND EXCAVATION FORM
ON PLAN, TYPICAL z� IIA i�t11I ,�/ WHEN INDICATED L AS SPECIFIED
ON PLAN, TYPICAL.
#4 FOR L = 14' OR LESS
z- #+ FOR L = 15• To zs• COMPLETED
DETAIL "C" DETAIL "C1" ° �7DE
"p 3-#4FOR L=2ET03G STRESSING -END INSTALLATION
BRICKLEDGE WHEN DETAIL 'IF" SUB ITUT1 °. DETAIL "F 1 "
APPLICABLE
'S' STRAND AS
BRICKLEDGE WHEN SHOWN ON PLAN 12'4' MIN PLASTIC
APPLICABLE FIXED END SHEATHING
/ ANCHOR11
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STIRRUPS '-!` WHEN SPECIFIED I , •,•� WHEN (2) BS' STRANDS ARE
s WHEN SPECIFIED J DRAPE BEAM #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, FORMD INSTALLATION
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3- #4 BARS I / 3- #4 BARS WHEN INDICATED CLEARANCE FROM THE AND INSTALL SIDE BY SIDE
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SEE'2-BS' DETAIL STANDARD DETAILS
DETAIL "D" DETAIL "H" DETAIL "M" BEAM STRAND "BS" DETAIL
L80LOti0dld
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NOTES:
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDff
ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDE@A
MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL WHEId�
FOUNDATION SITE CONTAINS FILL (MAX. T-0'), THE DEEPEN
BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS.
FOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE
CONTACT AGTM ENGINEERING LLC TO INCORPORATE P
INTO THE DESIGN.
2. 3000 PSI, CONCRETE SLAB. C
3, 4" OF CUSHION SAND UNDER CONCRETE SLAB IS
RECOMMENDED,
4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER
BENEATH SLAB AREA.
5. ALL STRANDS 1/2" DIA. - 270 K.
8. 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.
7. PLANS CAN BE REVERSED ON LOT AT BUILDERS
DISCRETION,
8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY,
SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY
ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY
OWNER/GENERAL CONTRACTOR.
9. AT CONTRACTORS OPTION, LIVE END AND DEAD END
REVERSAL IS PERMITTED.
10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE
INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS.
11. DRAINAGE, DRAINAGE, DRAINAGE, THE FINAL GRADE
AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF
THE FOUNDATION AND SLOPE AWAY FROM THE
FOUNDATION A MINIMUM OF 3" IN 5'-0",
12. 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.
13. THE FOLLOWING SYMBOL INDICATES DROP IN
FOUNDATION. THE AMOUNT OF DROP AND EXACT g
LOCATION IS TO BE DETERMINED BY PLAN OR AS
DIRECTED BY OWNER/CONTRACTOR.
FOUNDATION:
1. THICKNESS T= 4"
2. BEAM WIDTH W= 10"
3. BEAM DEPTH D= 28"
4. AREA = 2032 SQ. FT
5. EST. CONCRETE = 70 YRDS,
CAUTION: IN THE EVENTTHATACABLE
PASSES THROUGH A PLUMBING OPENING,
ION: VIBRATE ALL CABLE LIVE
MOVE CABLE TO EDGE OF OPENING.
AD ENDS TO ENSURE MAX.
CABLE SPACING CAN BE ADJUSTED, BUT INJ
rDENSITYCONCRETE, ESPECIALLY
NO EVENT CAN CABLE SPACING BE
WHERE MULTIPLE STRANDS
GREATER THAN 5-0O.C.
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BUILDING PERMIT
CITY OF COLLFGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number .
. . . . 07-00001452 Date 5/24/07
Application pin number
. . . 942644
Property Address . .
. . . . 2234 CARLISLE CT
Property ID:
184200-0121-0020
R #:
R116460
Application type description
RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . .
. . . . CASTLEGATE SEC 10,11,12,13
Property Use . . . .
. . . . RESIDENTIAL
Property Zoning . . .
. . . . UNKNOWN
Application valuation
. . . . 101046
Owner
Contractor
------------------------
CLASSIC CENTURY HOMES
------------------------
LTD CLASSIC CENTURY HOMES
P 0 BOX 152049
5001 HWY 287 S
ARLINGTON
TX 76015 ARLINTON TEXAS
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 1531.00
INTERIOR WALL TYPE SHEETROCK
NUMBER OF BATHROOMS 2.00
NUMBER OF BEDROOMS 3.00
SEWER TYPE PUBLIC
TAZ 441.00
----------------------------------------------------------------------------
Permit . . . . . .
BUILDING PERMIT
Additional desc . .
GS
Permit pin number .
504340
Permit Fee . . . .
466.00 Plan Check Fee .00
Issue Date . . . .
5/24/07 Valuation . . . . 101046
Expiration Date . .
11/20/07
Qty Unit Charge
Per Extension
BASE FEE 460.00
2.00 3.0000
THOU BLDG, VAL 100001-500000 6.00
----------------------------------------------------------------------------
Special Notes and Comments
ALL BRANCH CIRCUITS
THAT SUPPLY OUTLETS IN DWELLING
-------------------------------------
BUILDING DEPT REPRESENTATIVE:
---_ -------. -!-----------
a,�.,,, --- ---
APPLICANT:
BUILDING PEP�MIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Application Number . . . . . 07-00001452
Application pin number . . . 942644
Page 2
Date 5/24/07
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 30") 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
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
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 2O03 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
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
IF LAWN SPRINKLER IS PROVIDED, PERMIT UST B �RIt ISS
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE'STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page 3
Application Number . . . . . 07-00001452 Date 5/24/07
Application pin number . . . 942644
----------------------------------------------------------------------------
Special Notes and Comments
TO CERTIFICATE OF OCCUPANCY.
REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT
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 2003 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
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 alternative, R-6 duct
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
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 SHALL NOT EXCEED .4
---- --- - - ----------
BUILDING DEPT REPRESENTATIVE., i d ^is
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Page
4
Application Number . . . . . 07-00001452 Date
5/24/07
Application pin number . . . 942644
----------------------------------------------------------------------------
Special Notes and Comments
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 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
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
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.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . SEWER TAP 4"
350.00
WATER TAP 3/4"
400.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
------------------------------
---------------------------
Permit Fee Total 466.00 466.00 .00
.00
Plan Check Total .00 .00 .00
.00
Other Fee Total 750.00 750.00 .00
.00
Grand Total 1216.00 1216.00 .00
.00
------------
-
------------------------------------
----- ------ --- -- ---r
BUILDING DEPT REPRESENTATIVE:
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 . . . .
07-00001454
127138
2234 CARLISLE CT
184200-0121-0020
R116460
TEMP POLE
CASTLEGATE SEC 10,11,12,13
RESIDENTIAL
UNKNOWN
0
Date 5/24/07
Owner
Contractor
------------------------
CLASSIC CENTURY HOMES
LTD
------------------------
CLASSIC CENTURY HOMES
P 0 BOX 152049
5001 HWY 287 S
ARLINGTON
TX 76015
ARLINTON TEXAS
ARLINGTON
TX 76017
(817) 561-4369
----------------------------------------------------------------------------
Permit . . . . .
. TEMP POLE
PERMIT
Additional desc .
. GS
Permit pin number
. 504357
Permit Fee . . .
. 20.00
Issue Date . . .
. 5/24/07
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
-
APPLICANT:
' APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION , d
1 iOl TEXAS AVENUE APPLIC,ATION9
COLLEGE STATION, TX 77840 i TVAP POLE _
Crn`t?fCc�I.i.F:caI,SI�, `r�� (979) 764-3570 (979) 764-3496 FAX
WWW.CSTX.GOV
ADDRESSILOCATION:
�� J_.�..�. ..._... +....
LOT BLOCK
BUSINESS/OWNER NAME: � ( ��+� 5 PH0NE:L•>
CONTRACTOR/HOMEOWNER: .LAs G G- ; (_tj SPHONE:.3G9
CONTRACTOR ADDRESS:�i,1�_I�'lr�tr�fylc� _(c _-c--
ELECTRICIAN:
HVAC:
PLUMBER:
GOOD CENTS (Residential onry):
CLASS OF WORK
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ' SLAB ONLY
DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL
Required)
DESCRIPTION OF WORK: ,a'1/.A��,�.�/�'7/G
STRUCTURE USE:
HOMEOWNER ASSOCIATIONiARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL; DES
TEXAS ACCESSIBILITY STAN ARD (TAPROJECT REGISTRATION# EABPRJ - I/ A
2UUATIN: O$LDLIATOTAL AREA: �Q� HEATED AREA:(Cast Lalmr andMaterials}
IL _1PSLIC SEWER NUMBER OF BEDROOMS: _
V " SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOV..S: _
jjSEWER TAP: q INTERIOR WALL TYPE: 06
S St
WATER TAP: EXTERIOR WALL TYPE:
s,y �1C..lC
THER TAP: FOUNDATION TYPE: T
� S¢E
TEMP POLE ROOF TYPE: � rl��'� �'�GARAGE TYPE: SINGLE DOUBLE � TRIPLE a
ry ATTACHED 5� D" FLED CARPORT F7
SIGNATURE OF APPLICANT: _�
`If proposed work involves new comme 'ai construction or facade improve en, ions to an existing
commercial property, building elevations are required.
Official C.rse Only i
C ments:
— S r NO
�/� Plans Examiner Zoning Official
i
Ettergy Code Compliance hiformatioll
% Glazing of exterior walls
Insulaidon R value of exterior walls
Insidati'on, R value of ceiling I (flat areas)
Insulation R value of ceiling 2 (vaulted areas/no attic)
CHazing SHGC
Glazing U-Factor
R,vmlue of ductwork
NC SEEP, Rating
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
PLAN REVIEW/PERMIT NUMBER# V /1 ,.1 _ ,ys
DATE: 5-_ ID
BUILDING ADDRESS:
I. Foundation Requirements- Minimum City Foundation Standards
NA/
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
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
K
1. One -hour rated extending to roof deck
O
E.
Header sizes indicated on plans
NA/
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, rade 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
.,
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
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.
III. Stairway Requirements
VOK
UOK
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
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
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
N 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
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
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
NNOW
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
NA/
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
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."
A51A� )0 `tY7
PLANS EXAMINER DATE