HomeMy WebLinkAboutRES2007-01516 2224 CARLISLE CT BUILDING PERMITWF0908435 / 001 City of College Station
PAGE 1
REQ. DATE: 05/24/07 05/24/07 16:14:56
LOCATION: 2224 CARLISLE CT LOC ID: 199328
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
(9/12/2007) Gina Southerland - Re: Calling for C.O. for 2224 Carlisle Ct
Page 1
From: Terry Boriskie
To: Amber Carter; Benjamin McCarty; Chris Haver; fredburris; Gina Southe...
Date: 9/12/2007 8:37 AM
Subject: Re: Calling for C.O. for 2224 Carlisle Ct
Fred Burris with Classic Century Homes has been notified.
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
>>> Paul Schoenfeld 9/11/2007 9:20 am >>>
Water ok.
Sewer buried flagged.
Paul
>>> Amber Carter 09/10/07 2:46 PM >>>
by #07-1516
Any issues?
Thanks
ngineering, LLC
401 S. CLAY STREET, ENNIS, TX 75119
May 3, 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 CitV County State
2 2 Castle Gate 2224 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.
Soils Laboratory
Brazos County USDA Soils Survey
Allowable
Bearing 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.
PTF0507010
�d• Il—r
! ����E OE�T
's
A. G. kIEDINA �
.... , . , .................�
51312007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com
50.00'
---- O'P.U.E
I
ONE STORY
_
SINGLE FAMILY
O
BRICK RESIDENCE
PLAN 1820
it
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s4
M ! 18, CONC.
DRIVEWAY
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Ft I--5' P-U-E
2224 CARLISLE CT
FLATWORK 795 SQ/FT
LOT 2, BLOCK 2 GRASS 185 YDS
CASTLE GATE
COLLEGE STATION, BRAZOS CO.
TX
fl
ROWLOCK 4' x 2" AR TR
TO SURROUND WINDOWS
W I" PROJECTION
PLAN #
11820
1�~us�c
Century
Homes
ADDRESS
2224 CARLISLE CT
LOT
2
BLK
2
SUBDIVISION
CASTLE GATE
NrYLy Herr Owr,MyAQw4Ye
' 40' 0"
25' 4"
TO" !�18' 4"
3•0•.sa va•.ra
j------------ - MSTR SUITE
8'-10'CLG
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Base
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PLAN # 1820
ADDRESS 2224 CARLISLE CT
LOT
BLK 2
SUBDIVISION CASTLE GATE
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WH
----
10' 7" 1
s.»>Ti 1 10, 0"
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GARAGE
FOOTAGE
8' CLG
LIVING 1820
PORCH 136
GARAGE 420
-----------------------
TOTAL2376
-------
0
04
COPYRIGHT
1998
FRED BURRIS
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(�1
19,101,
Cissic
Century
Homes
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SEE ELEVATIONS FOf'2
WINDOWS SIZE AND LOCATION
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) Masonary 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. R703.7.68,1 1/4" PL
12
ROOF AS SELECTED
@ 8:12
RIGHT ELEVATION
a
a
50
LEFT ELEVATION
REAR ELEVATION
ROOF PLAN 10' 1 1/4" PL
PLAN #
1820
Itssic
Century
Homes
ADDRESS
2224CARLISLE CT
LOT
2
BLK
2
SUBDIVISION
CASTLE GATE
MbtNNiOM,w Q ..,4
DOUBLE
Cb FLOOD LIGH-------------
BDRM 2
8' CLG
BLOCK i WIRE
FOR FAN ONLY
BDRM 3 \
8' CLG
BLOCK i WIRE
FOR FAN ONLY
ALL EXTERIOR LIGHTS
RAN TO TIMER GARAGE
ELECTRICAL COUNT SYMBOL
coach light 2 10
double flood light 2 qp
uplight 2 4
ceiling fan W 4 spotlights 2
fluorescent fixture 1 2
light 13
outlet 29
outlet 220v 2
outlet gfi 13
smoke detector 7 B
spotlight 1 O
switch 23 y
switch 3 way 6 s,
vanity bar light 2 0 0 0 0 0
vent fan w light 3
------------------------------------------------•--------------------------------------
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MSTR SUITE PORCH w
8'- 10' CLG 8' CLG w
------------
BLOCKN WIRE ® _ BREAKFAST
FOR FAN ONLY -
8' - 70' CLG
ENS.' 42' T
FAMILY l l
T�
10' CLG
1
NOTE. THIS FIXTURFr' WIT BULBSWILL BE '
OCAPABLE OF PROL}UCING MORE THAN - KITCH �I
6 46 LUX ACROSS THE AREA F THE ROOM,- I I
0, CLG
L,.""':
II
DINING T
D
10' CLG
----- WH
i zrxvATrlc i �J y
I ACCESS I
GARAGE
8' CLG
ENTRY
BLOCKN WIRE
FOR FAN ONLY f7� R'6-fYt
B
STUDY
8' - 10' CLG
------------------------------ COPYRIGHT 1998
FRED BURRIS
UPLIGHTS COACH LIGHT
10' CLG
NOTE: U Lfghtfng on stair to conect from switch a top to
Ilght mounted on wall a middle of stairs to switch
a bottom of stairs per sec R303,4
2) Smoke detectors will be hard wired In series
w/ battery backup power as per sec. R311
3) Provide 110 outlet 4 Ilght near HVAC unit for
service with switch.
PLAN k
1820 ELECTRICAL PLAN
IC�uslc
Century
Homes
ADDRESS
LOT
BLK
SUBDIVISION
Al/ d H,
iYf1cAL ]RI SIDING E%TFJIN)R in
IRIRARMATI-JuAIR aAM�RMICALFLUOA SY]iQI FNOSATRIoIiE-TO aEINSTALIED]OTNAT
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SHINGLE'S
In' PLYWOOD SHEATHING
cAW "H" CLIPS
MIN, 2"Xb" RAFTERS • 24" 0.
BATT INSULATION
CONTINUOUS AIR VENT BAFFLES
-24" O.G.
END AT RIDGE TO BE INSTALLED
SO THAT AIR FLOW 15 NOT
RESTRICTED
DECKING
WOOD FASCIA
.4�.
J ALL]AYgMFNSUMSn"aNE,SQ, ALL SLN gMENSNJN]NIOWFSSES
k RYINmACTAIEM IU YL ULITAWNhll YT - : 4 kADNFUIVTAWHT1U at UtTEMMINYW a1
\I ALR .yTILfNOWFFA \I "L\ "14� �GWEER
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SOFFIT MATERIAL
TYPICAL BRICK EXTERIOR WALL
FACE BRICK
I" AIR SPACE
1,2. SHEATHING
2"x4" STUDS • 16' O.C.
GATT INSULATION CITY OF LOCKHART
lr2* 5HEETROCK TYPICAL ROOF OVERHANG DETAIL
TYPICAL WALL DETAILS
SIDE VIEW
NOTE
1) Foundation anchor We, at
60" o c. n per 2000 IRC
sec R403 16
2) All framing and structural
design to meet 90 m.p IL
wind criteria as per sec
R301I I and table R301 2(4)
2003 IRC code.
3) All lower sole plate to be
Pressure treated as per
sec R323 All fasteners
to be hol dipped gale. steel,
staudeat steel, silicon bron2t
or toper only as per sec R323 3
4) Provide hand rails on all slanrs/sleps
with a mmlmJno of 2 nsars as per
sec. R315 (min stair tread 10":
max riser 7 3/4" am R314 2)
5) Masonry veneer anchorage of
24" horizontal and 18" vertical as SRHERE SHALL
NOT AS—
per THRU
per sec. R703.7.4 1 and weep holes
sta maximum of 33" o.c. as per HANDRAIL I IN• HN
sec R703 7.6 """""". To: sa•su SUM
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Area Calculator:
Description
MM,4'0"x2'0"
slide
Window Area Total: 152.28
04/30/07 11:36:14 1 /1
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04/30/07 11:36:15 1 /1
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L.
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LEFT ELEVATION
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COMMON NAILS TO
HEADER
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 MIN.
EMBED. DEPTH - 4" TYP.
SIMPSON LSTA21 OR CS20 (ATTACH
TO FRAMING ON OPPOSITE SIDES OF
SHEATHING) TYPICAL BOTH SIDES
r OF OPENING.
" MIN
r
1800 LB HOLDOWN -"
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
ALTERNATE'. __z:�7-C;
1-STORY- 24-"-M' I N.
TYPICAL BOTH SIDES
HEADER CLEAR
SPAN ACROSS
1800 LB HOLDOWN -"
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
ALTERNATE'. __z:�7-C;
1-STORY- 24-"-M' I N.
TYPICAL BOTH SIDES
HEADER CLEAR
SPAN ACROSS
SIMPSON LSTA21 OR CS20 (ATTACH
TO FRAMING ON OPPOSITE SIDES OF
SHEATHING) TYPICAL BOTH SIDES
�,...".OF-OPENINGS_
241 MIN
^"a
MIN 4 MIN
3"GRID PATTERN 8d
COMMOWNAILS TO
.
HEADER
HIfADER LEA SPAN 6' :6
TOP PLATE TO
(BETWEEN 6' TO 18')k �L
HEADER - 2 ROWS OF
:
16d SINKERS, 3"O.C.
3" O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
AND BEHIND THE
' ;
T , ,
r
STHD10 HOLDDOWN
/8" TITAN ANCHOR BOLT MIN.
-
EMBED. DEPTH - 4" TYP.
`
I
�
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1800 LB HOLDOWN
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
ST1,zD.RY-:24'':.NfhN:
BRICKLEDGE WHEN
APPLICABLE 1-" # 3 FEW WITH 2'-0'
6` 3�../I BRICKLEDGEWHEN �-yr, 2 BENT@45'TYP @
3" .�i%'r 'r' BRICKAPPLICALEDGE WHEN APPLICABLE -Y ALL CORNERS
SLAB STRAND 3�
I`'"•` . is WHERE APPLICABLE �t -,
CHAIR
•IH`!� 3z F ,. a' -CHAIR _ .4G io
- �,^ -' )?-9 ., 1• 14�d to ` IPlI- 1,�F, CUSHION L
CUSHION r fiLF.-� _w(n l�>I G _ _ - _ _ _ - _ _ _-- -
jj _ _ CHAIR
✓�- II ,1� -IIy,I�r SAND,7YP <_y - �� "�:'�• •/. I' CUSHION
6' '2-BS��DETAIL
SAND, TYP.
�;':;lh" TOP OF RI -Gum 7F'�i„ I`1� 1" POST -TENSION STRANDS m ¢ �•:,1,,/ IIn I+11J' SAND, TYP 6' *"BS"STRAND
6'
- - -IR 6 �'.'- 4 !lu-I If �II O > _ _�,,. r"dill'- lt`i _'I -` i lyl
TOP OF 1 pl W rdl�.,I'�in;ry r ;'" < _ dl. a LL R R- f k if' "S'STRAND
D_lj- - _ ,'71�pJ POST -TENSION STRANDS GRADE 14� WHEN INDICATED ANCHOR
GRADE /�-,Ir1 I' JJ�� 41` WHEN INDICATED ,/ " L�III d ON PLAN, TYPICAL = ¢ Z I TOP OF=f!•'-LI-O. ,I Ilu POST -TENSION STRANDS
fA •- • _ / f�II� WHEN INDICATED
- ON PLAN, TYPICAL 2- #5 BARS w ¢ = rn Ul - 1 GRADE J ,1�'S_
00 �a :ICI- �I CHAIR i.'7k� ON PLAN, TYPICAL in
DRAPE BEAM STRAND 'ai It w -I • I�, ;n DRAPE BEAM STRAND p (' • DRAPE BEAM STRANDWHEN INDICATED ^^ ' WHEN INDICATED I I �� OWHEN INDICATED
N PLAN• TYPICAL.
ON PLAN, TYPICAL p 1 ON PLAN, TYPICAL # 4 BARS%#3 SUPPORT STAKES VAPOR @ I T O C "UNDISTURBED
#3 SUPPORT STAKE/ RETARDER SEE PLAN FOR EACH WAY j SOIL GRADE ANCHOR
TYPICAL F P DIMENSIONS
DETAIL "A" " • '. S- #4 BARS VERTICALLY SLAB STRANDS
SPACED C. AS
DETAIL "A 1 ,-FORM BOARD
'IN" n REQUIREDD PER
BR BEAM L�-y.T
DETAIL I'E" DEPTH — CHAR
NOTE IT IS IMPORTANT TO USE THIS DETAILWHEN THERE IS A 4'OR LESS SLOPEINTHE
r, BRICKLEDGE WHEN #4 VERTICAL FOUNDATION FOOT PRINT AREA TO INSURE
@ w � ¢ *11�
APPLICABLE SUPPORTS 48'THAT SETTLEMENT DOES NOT OCCUR, THE
1-#4 BACKUP BAR0CBOTTOM OF THE PERIMETER BEAM MUST0STANDARD DEEPEN L PENETRATE UNDISTURBED SOIL A MIN OF I2'c7r
.� \"' BEAM DETAIL4 CHAIR
`\4i11 •,$I�j� "CHAIR J; ~`r 11SI CHAIR Pk� \ CHAIR LESS THAN 54'
60 IS"
SLAB STRANDS CHAIR LAYOUT
}I'' SLAB STRANDS ` .Ilt, i L SLAB STRANDS t } fj WHERE APPLICABLE
'�✓ Np IIyI }�1I I� WHERE APPLICABLE �" '( WHERE APPLICABLE �r 44 BARS @ 17
4i.�• r, �- •{U%
BEAM STRAND ',•USIA I� - 2- #5 BARS + L \� t: N O C E W, �"4 BAR
WHEREBEAM STRAND
APPLICABLE �'� ' / WHERE , • 1I r „ l�•�l- DRAPE BEAM -_ SLAB STRANDS
�"� I(It fl STRAND _ �Y SHEATHIIG CUT BACK BEHIND ANCHOR
APPLICABLE �I d .J 1514 � WHEN INDICATED A. (CARE SHOULD BE TAKEN TO
n #3 SUPPORT STAKE - \ 'Irj 41 1I It f /
#3 SUPPORT STAKE ✓ 1I i�!JI� t�L/ I 1� ON PLAN, TYPICAL, � Il"' til ENSURE SHEATHING DOES N07
12 I /yV CHAIR -� I�'d�{ �� I! y 1��•` 3 PROTRUDE INTO THE ANCHOR)
DETAIL "B" DETAIL "B1" 6�u'3 .Y nl"1j�i� 1" MAX
STANDARD
BRICKLEDGEWHEN OFOP BRICKLEDGEWHEN DETAIL "G" DROP DETAIL \ � l��il y� ORMD BEAM
APPLICABLE 10cvl , TIM- APPLICABLE FOR EXCAVATION
BRICKLEDGE WHEN BRICKLEDGE TENDON INSTALLATION
APPLICABLE WHEN APPLICABLE
1-#4BACK UPBAR AT STRESSING END
14 BARS @12'OCEW.
+ ` ,-SLAB STRAND
1-#4BACKUPBAR
A POCKET
-CHAIR �IY-CHAIR 3 :f '/` -CHAIR
TOP OF °FImo, I� I "'u,"u 4'' •� it( } , '�� (vl 41 r —It FORMER
GRADE /vSs ^ JI�I ,yl�, 1 \ SLAB STRANDS r �'7 I \ _ •• , -, ' 16' (1." MIN) / II Ip;J � TOP /�� fill SLAB STRANDS !r ' •%/ 1'p� _ �'.
WHERE APPLICABLE GRADE •ill IIyRI r SLAB STRANDS
_ I'
nr I(� WHERE APPLICABLE I -% nl, p =III= FIIL
/ •' -I _ca ' �' _ -(� WHERE APPLICABLE I o III 1 I• CHAIR - r
DRAPE BEAM STRAND / ,
�. WHEN INDICATED �- 2- #5 BARS rJ�s•0p %� �` 04 BARS @ 12- H� I I \ TRAN
ON PLAN, TYPICAL gip. •4' /- DRAPE BEAM O C E W I E E SLAB 5 D CUT PLA871C
STRAND TOP OF/- - �L 9d7�Iy '
/ 91 i� r DRAPE BEAM -1 •• ~ BEAM HERE
WHEN INDICATED GRADE / r y� I ,' (, f'` $ J
AI I"A � ON PLAN, TYPICAL /I ^tr�"T�iil - �if'll j'(,'�I('r �' STRAND /� 3'-O'LdAX W—BEAM STRAND EXCAVATION -1 \ FORM
WHEN INDICATED
' ON PLAN, TYPICAL AS SPECIFIED
1- 44 FOR L = 14.OR LESS
2- #4 FOR L - 15'TO25• COMPLETED
DETAIL "CI' DETAIL "CV o j To NOTE: DETAIL 3. #4 FOR L = 2TTO 36' STRESSING -END INSTALLATION
CAN BE
DETAIL F' SUBSTITUTED DETAIL'IF1"
BRICKLEDGE WHEN APPLICABLE FOR DETAIL fl".
'�'
� - `S' STRAND AS
a� j� fYPi,r `•,4 /rT % r BRICKLEDGE WHEN q / SHOWN ON PLAN 12 MIN
APPLICABLE PLASTIC
FIXED END SHEATHING
p i J 1- #4 BACK UP BAR 1' ANCHOR
'-CHAIR
�I11 -CUSHION qIf' I,j CHAIR / p
J I$1 p i.
,y= \ %. • p �I SAND, T1P \ 4 �� ='7 iltil 12
y%7 _ 1 , -CHAIR '\ I "I STRIP --I,
TOP OF ^�' i'��I�� POST 'SION STRWJDS `":. �h LAB STRANDS �•'-"- /i' �14 - /'
' 6� I�'} I a ' 1='�' _ (� SHCATHING
GRADE-' `•� • i" WHERE APPLICABLE SLAB STFWJDS WHEN INDICATED ",Itt it ♦ Tom' (1 {
i'' d ryiTj S �: "'�" L+'F-, •., J' 1"$�i` WHERE-- APPLICABLEL L
ON PLAN, TYPICAL. M1,(,i • 5• __.: T%=r �. }Ir 2^ 1 NAIL
••�. �- \.-_=k / `-"BS"SIHAND AS
t - - STIRRUPS STIRRUPS _7_ rxt 1^^`� #4 BARS @ 12' 2 x D TYPICAL I, L SHOWN ON PLAN I (MIN )
WHEN SPECIFIED '�^`4 O C E W
�-T, WHEN SPECIFIED -r 1 7•:�=•T-, WHEN (2)'BS' STRANDS ARE FIXED -END (DEAD-END)
4 5;I
r ,� I 41 • / - - `� DRAPE BEAM #3 STAKES AS REQUIRED FORM INSTALLATION
� ,�` ✓' "'^ STRAND TO MAINTAIN A 3' SPECIFIED IN THE BEAM,
O n \ -3. 04 BARS / -3- #4 BARS WHEN INDICATED CLEARANCE FROM THE TIE 'BS' STRANDS TOGETHER TOP VIEW
TOP 8 BOTTOM TOP G BOTTOM M� ON PLAN, TYPICAL AND INSTALL SIDE BY SIDE
/ p /6 BOTTOM OF THE BEAM AS A SINGLE "BS" STRAND
1 -LE55 54' MAX SPACING INSTALL A14CHORS SIDE BY SIDE
S
DETAILI'D" DETAIL"H" DETAIL"M" BEAM STRAND °BS'BSTANDARD DETAILS
DETAIL
1
1
1
1
1
1
1
1
1
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1
1
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91
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40'-0"
0[0Z090Ad NOTES: ,v-r�ah
6° *; ��`���111��,, w n o
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLID i.•'` ;'�/'f� Z z
ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDE �; �• : I : •. ��J,ll o ¢ o
MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHE �`� • •• �U�I 0 x°
DIAGONAL: FOUNDATION SITE CONTAINS FILL (MAX. 3'-0"), THE DEEPEN ; W ;�14
J ~
IL• ; Q, ¢a
74-7 1/2" BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. O ;pp� �: Z a Q w
FOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE Ili tr• �// IL
a d
CONTACT AGTM ENGINEERING LLC TO INCORPORATE PI �d �. tf z z
INTO THE DESIGN, 1S'•.••� Q ." w L
l 2. 3000 PSI, CONCRETE SLAB. ; i c�i
3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS �,y�.,..�� ~ °
RECOMMENDED.
4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER
BENEATH SLAB AREA.
5. ALL STRANDS 1/2" DIA. - 270 K. 0 cl)
6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID
UNLESS ACCOMPANIED BY A LETTER FROM AGTM LLJ
ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q
LOT & BLOCK, OR ADDRESS. 00 z
7. PLANS CAN BE REVERSED ON LOT AT BUILDERS = 'p
DISCRETION. z
8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O n °D N 1-p U
SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY O Cc: r O � Q V co
O
ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY L- aD p W
OWNER/GENERAL CONTRACTOR. Z N Z Z Q 00 -
e. AT CONTRACTORS OPTION, LIVE END AND DEAD END O Z Z u) � pip
REVERSAL IS PERMITTED. _ U= Z W z N Q Z
10. AT CONTRACTORS OPTION, BRICK LEDGE MAYBE (%� r- J W a Y U O
J INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS, z V p LL
J -� N 1=
f!) LO Q U d Co N
11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE tw_ U) N CV CAI
THE FOUNDATION SHALL BE 8" BELOW THE TOP OF Z UJ
THE FOUNDATION AND SLOPE AWAY FROM THE O J 0
FOUNDATION A MINIMUM OF 3" IN 5'-0". (n V U J
12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS a diL)4 ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE O
coANCHORED.ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING t7u ,-
CABLE STRESSING. = T u- O
13. THE FOLLOWING SYMBOL INDICATES DROP IN co 0
FOUNDATION. THE AMOUNT OF DROP AND EXACT p O
ir LOCATION IS TO BE DETERMINED BY PLAN OR AS ° O
DIRECTED BY OWNER/CONTRACTOR, LO
O
LU
a
Li.i
FOUNDATION: 0
1. THICKNESS T= 4' OU
2. BEAM WIDTH W= 1p" 00
3. BEAM DEPTH D= 28" m 9 S O
4. AREA = 2423 SQ. FT, d ;I N
5. EST. CONCRETE = 82 YRDS, m }
z
Q3 0 Q
U
❑ 0 ❑ cc
O-STEEL REQUIRED. SEE DETAILS" J ^W °
V 1.L m
g Q I` E
Z
_C
CAUTION: IN THE EVENTTHATACABLE CC � LCCLI mPASSES v
MOVE CABLE O EDGE OFOPEN OPENING. GH A PLUMBING OPENING, *CAUTION: VIBRATE ALL CABLE LIVE G W
AND DEAD ENDS TO ENSURE MAX. LU LL J NO EVENT
NT CA CABLE CAN S ADJUSTED, BUT IN DENS ITY CONCRETE, ESPECIALLY
NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLESTRANDS Q
GREATER THAN 5'-0 O.C. COME TOGETHER Q LU
JUN-14-2007 THU 04:44 PM
S U R V E Y P L A T
P. 002
This s to certify that I have, te, made an on the ground survey of the property
lac ted on 2224 CARLISLE COURT in t City of COLLEGE STATION. BRAZOS COUNTY, Texas,
de abed as follows: f�
Lot 2, el S SION. SECTION 12, an Addition to the City of
COLLEGE R Texas, according to the Map or Plat thereof recorded in
VOLUME 5779, PAGES 115-116, of the Deed Records of BRAZOS County, Texas.
4f
VOL rm
�ry
o�
iramUNE
VOL Sm PM 1156-116
S' P.U.E
VOL. SM PQ 115-116
NOTES:
2. Basis of Bea►mg — Subject Plot
3. C.N. = CONTROLLING MONUMENT 10F.0
—�- INDICATES FLOW OF STORM WATER qP-•�� s r,�
— X NDIID FENCE
Nfilliam P. Pr)ce
U
rum cWMWRz
AlbroYr� y ROOD DBIIRAIICE sa1E 1wi 4. ■t1DD1 Orwk 1rw. 1M nrpet I omb Dew Not r wbo • %mW rod M� Am Dgq TYr �i. w dM
"-S•HM Orrrwy 1w� 1r. yOH000DD D riJs! 4 r r�A r Z7 X
111e r1el r� r ♦ �.. wn.d d �eewde ram, a ee >ti r.Fob w ibnabud y a .. M fmw+ s*w. t r d r �wwMS �wuw■ Wd
1�eM�fAw� tilt � r w r�K ti �srrrre d �1 rr�b r4rA y Yn rtet. 7f. i. true �y �/ ry yy a fin►
i Y�ewerW MM . Dw rwninlw d 19 web ed Met "PEM �y bw � il�s - 0*1 ire ntn
YiNr � o/i /M. 7M� w � Writ wr+�r�wNa weer. � peY��,r 0-0w M.w► 777
Y�ieeii b W
elri0m P. P.
ENG
BUENA TIERRA GROUP J" W. 07-1"
soilvsMG • COZ1s1A�7'= • 11AXAci�lr 400 SOUTH INDUSTRIAL BOULEVARD SUITE 228 (817) 354-1445 9� EULESS. TEXAS 76040 (817) 354-1451 (F)
Drown or Or
a�°
BUILDING "PERMIT
CITY OF COLuSTATION
1101 TEXAS-AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number .
. . . . 07-00001516
Date 5/24/07
Application pin number
. . . 536532
Property Address . .
. . . . 2224 CARLISLE CT
Property ID:
184200-0122-0020
R #:
R116495
Application type description
RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . .
. . . . CASTLEGATE SEC 10,11,12,13
Property Use . . . .
. . . . RESIDENTIAL
Property Zoning . . .
. . . . PLANNED DEVL HOUSING
Application valuation
. . . . 120120
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
N/A
FOUNDATION TYPE
SLAB
NUMBER OF GARAGE BAYS
2.00
TYPE OF GARAGE (ATT/DET)
ATT
HEATED AREA
1820.00
INTERIOR WALL TYPE
SHEETROCK
NUMBER OF BATHROOMS
2.00
NUMBER OF BEDROOMS
4.00
SEWER TYPE
PUBLIC
TAZ
411.00
----------------------------------------------------------------------------
Permit . . . . . .
BUILDING PERMIT
Additional desc . .
GS
Permit pin number .
504381
Permit Fee . . . .
523.00 Plan Check Fee
.00
Issue Date . . . .
5/24/07 Valuation . .
. . 120120
Expiration Date . .
11/20/07
Qty Unit Charge
Per
Extension
BASE FEE
460.00
21.00 3.0000
THOU BLDG, VAL 100001-500000
63.00
----------------------------------------------------------------------------
Special Notes and Comments
ALL BRANCH CIRCUITS
THAT SUPPLY OUTLETS IN DWELLING
-------------------------------------
BUILDING DEPT REPRESENTATIVE:
---------------- --
--------
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGEISTATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Application Number . . . . . 07-00001516
Application pin number . . . 536532
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 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
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 SPRIN
BUILDING DE
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 . . . . . 07-00001516 Date 5/24/07
Application pin number . . . 536532
----------------------------------------------------------------------------
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 JEXXED .4----------------------------------------- --1LJ•------------
1&
BUILDING DEPT REPRESENTATIVE:,
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE;STATION
1101 TAXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page 4
Application Number . . . . . 07-00001516 Date 5/24/07
Application pin number . . . 536532
----------------------------------------------------------------------------
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
----------
523.00
523.00
.00
.00
Plan Check Total
.00
.00
.00
.00
Other Fee Total
750.00
750.00
.00
.00
Grand Total
1273.00
1273.00
.00
.00
--------------------------------------------- ------ ---- ----- ------------
BUILDING DEPT REPRESSEN`TATIV
C-
APPLICANT:�--
TEMPOR�,RY POLE PERMIT
CITY OF COLLEGE,STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . .
07-00001517 Date
5/24/07
Application pin number . . .
620659
Property Address . . . . . .
2224 CARLISLE CT
Property ID:
184200-0122-0020
R #:
R116495
Application type description
TEMP POLE
Subdivision Name . . . . . .
CASTLEGATE SEC 10,11,12,13
Property Use . . . . . . . .
RESIDENTIAL
Property Zoning . . . . . . .
PLANNED DEVL HOUSING
Application valuation . . . .
0
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 . 504399
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
----------------------------------------- -��,- 2�%-----------
BUILDING DEPT REPRESENTATIVE:I
APPLICANT:
6-0
SO
! Fa .jM,� 11iF aui
-1 APPLICATION FOR BUILDING PERMIT DATE: RCC REG� I j
CITY OF COLLEGE STATION APPLICATION A �Ea LY
1101 TEXAS AVENUE {
COLLEGE STATION, TX 77840 I TENIP POLE x
Q t-1't* CoI I L•c,M S I AI Io-1; (979) 764-3570 (979) 764-3496 FAX
W n-4jrd. le"- WWW.CSTX.GOV
ADDRESS/LQGATIt'JN:__4Z`f!_T UAgL-- --- —----- __/ ___________
LOT ,l BLOCK _✓ Sl1BDIVI51CiN __ �.,�SS�ct1�L _— ✓ _ SEC/PH_—�
BUSINESS/OWNER NAME: _ic�'�fzEs PHONE:L->__3�5"
CONTRACTOR/HOMEOWNER: (2t!MA4 (,0,+CAjTQfl HONE:
CONTRACTOR ADDRESS:` P.()'2jj%k_� - -L=�r► T+`I - '�=-'
ELECTRICIAN:
HVAC:
PLUMBER:
_ GOOD CENTS (Residential only):
CLASS OF WORK
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ' SLAB ONLY
DUPLEX (Landscape Plans REMODEL/RENOVATION- SWIMMING POOL
Required)
DESCRIPTION OF WORK:
STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: 465 _
TEXAS ACCESSIBILITY STANDARD AS!/ OJECT REGISTRATION# EABPRJ Nz&
VA UATION: $ — _ TOTAL AREA: R3_ HEATED AREA: J520_
(Cost of Xabor and ateriais)
PUBLIC SEWER NUMBER OF BEDROOMS:
SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: _
SEWER TAP: �l INTERIOR WALL TYPE:
WATER TAP:
Q QTHER TAP:
TEMP POLE
�/ GARAGE TYPE:
EXTERIOR WALL TYPE: 8RICK
StzE ,`
FOUNDATION TYPE:�E
SIZE p
ROOF TYPE: �tvSI?'1DA J
SINGLE F7 DOUBLE TRIPLE a
ATTACHED f5� DETACHED Q CARPORT
SIGNATURE OF APPLICANT:
"If proposed work involves new comme
commercial property, building elevatior
♦�+soft+♦+�+:*♦a♦*af►�•
F'1P Plans Examiner
4" E4 H
5aal construction Ifr facade im;�(v rents/renovations to an existing
are required.
Official Use Only
omments:
E or NO
Zoning Official
11
En.et-gy Code Compliatice hifoi-inatioll
% Glazing of exterior walls
insulation R value of exterior walls
insulation R. value of ceiling 1 (flat areas)
Insulation R value of ceiling 2 {vaulted areas/no attic)
Glazing SHGC
Glazing U-Factor
R value of ductwork
AJC SEER Rating
Ao47o ✓
A,-T—,
R-T
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 REV EW/PERMIT NUMBER#
07- lS"I
DATE:
S-1-7-0
BUILDING i DDRESS: aa�y
I. Foundatign Requirements- Minimum City Foundation Standards
N
A.
Cgncrete 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
MOK
II. Framing: Floor, Wall, Ceiling and Roof Requirements
NA/
A.
Gir er or sill dimensions, grade & species
B.
Floor joist size, spacing, grade & direction of span indicted on plans
C.
Treated sill plate or bottom plate
D.
Tenant separation in duplex
OK
1. One -hour rated extending to roof deck
OK
E.
He
der sizes indicated on plans
NA/
F.
Emirgency 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
Exterior Wall Covering
J.
Roofframing 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
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
OK
OK
A. Stairway Details
K
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
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
4
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
VI. Plumbing Requirements
A. Pressure reducing valve required when water pressure exceeds 80 psi
NA/pr
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/
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/011
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
A/ffK
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
NA/
Approved subdivision
Plat filed
Flood lain Regulations — Ordinance 1301
NA/
Does not block any water course or divert any flow
Elevation certificate needed
K
"APPROVED PLANS PER IRC SECTION R106.3.1."
k151LANS EXAMINER
7-Dr7
DATE