HomeMy WebLinkAboutRES2007-02301, 07-23020"1.2S0
p'7. 230
City of College Station
1101 TEXAS AVENUE
COLLEGE STATION TX 77840
C E R T I F I C A T E O F O.0 C U P A N C Y
P E R M A N E N T
Issue Date . . . .
Parcel Number . . . . .
Property Address . . .
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . .
Owner . . . . . . .
Contractor . . . . . .
Application number
Description of Work
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved
12/21/07
230.100-0309-0370
903 DOVE LANDING AVE
COLLEGE STATION TX 77845
DOVE CROSSING PH 3
DOVE CROSSING PH 3
BLK 9 LOT 37
SINGLE FAMILY RESIDENTIAL
CLASSIC CENTURY HOMES
817 561-4369
07-00002301 000 000
RESIDENTIAL, 1 UNIT DETACHED NEW
COMBUSTIBLE (UNPROTECTED)
RESIDENTIAL-SFR/DUPLEX
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
PREPARED 12/19/07, 11:56:04 INSPECTION TICKET PAGE 1
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/19/07
------------------------------------------------------------------------------------------------
ADDRESS . : 903 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3
CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369
OWNER . . PHONE
PARCEL . . 230100-0309-0370
APPL NUMBER: 07-00002301 RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01 9/17/07 DS BLDG, FOUNDATION -SLAB TIME: 17:00
9/17/07 AP September 17, 2007 11:06:06 AM glsouth.
B120 01 10/08/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00
10/08/07 AP October 8, 2007 8:25:20 AM acarter.
APA FRAMING
B115 01 10/15/07 RH BLDG, FRAMING TIME: 17:00
10/15/07 AE October 15, 2007 11:41:08 AM kwolfe.
10/15/2007 02:45 PM RH PDA
Connect exhaust flex and tape all seams and holes by
insulation.
B130 01 10/18/07 RH BLDG, INSULATION TIME: 17:00
_ 10/18/07 DP October 18, 2007 8:42:34 AM acarter.
10/18/2007 04:19 PM RH PDA
Not ready. Tape seal all seams and holes through green
guard.
B130 02 10/24/07 RH BLDG, INSULATION TIME: 17:00
10/24/07 AP October 24, 2007 10:47:14 AM acarter.
B125 01 12/ 9 07 ,�I BLDG, FINAL TIME: 17:00
December 19, 2007 10:08:35 AM kwolfe.
---------------------------------- t4MENTS N.Tj S -
f-- VC2d` -----------------------------------
V U ��
SEP-06-2007 THU 04:40 PM
S U R V E Y P L A
d1 - 2.56 I
This is to certify that I have, this date, made an on the ground survey of the property
located on 903 Dove Landing Avenue in the City of College Station, Texas, described as
follows:
Lot 37, Block 9. of Dove Crossing Subdivision, Phases 3 & 4. an addition to the City of
College Station. Brazos County, Texas, according to the map or plat therof recorded in
Volume 8130. Page 258. of the Plot Records of Brazos County, Texas.
Cb
C11
NOTES:
1. IRF - IRON ROD FOUND
2. IRS - IRON ROD SET
3. Basis of Bearing - Subject Plat
4. C.M. = CONTROLLING MONUMENT
& -X- - WOOD FENCE
A
10' PAUL
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310
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Vh alb 6 Ntdlp�t� a kWo0 W tbdd Bwdld lot r leaved, M 20ed ><
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aTTlnr�eqquoet�pat M M LlrWor
irbtlbw ttiet rof dpa�� O'"ie ed�i/ ie1do aerwd ow�pMrird Op a� a no WoW dm wn� wMd ! ad r pdq wwwbr wd
De�edsAeMaea�obwdprrao 'ioopwlr N. otV ft=v6rdk�'ebK anddit *VAN* ;�! M.. 6=0b %
.Bee w erd pes 1Nr w ro 46 weep! w eweeL
U
William P. primr•--. __
If¢lwed Rdw�� tad servddw lb W47
B BUENA TIERRA GROUP J" 104 07 24i
T BURV r?G • CONK rn�rc • uexOrr WU/07
G 400 SOUTH INDUSTRIAL BLVD.. SURE 225 (817) 354-1445 SCALD 7• - 3—W
EULESS. TEXe s 76040 (817) 354-1451 (F)
oRIwIN er wT
WF0956784 / 001 City of College Station
PAGE 1
REQ. DATE: 08/17/07 11 08/17/07 15:06:24
LOCATION: 903 DOVE LANDING AVE LOC ID: 209212
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: 08/17/07 SCHED COMPLETION: 08/17/07
********************************************************************************
JOB ORDER RESULT COMC TrS
Dec 20 07 11:39a Cch - B/cs
979 690 3823 P.1
�,�
TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT
1 .
t
Propel/ -Owner: CLASSIC CENTURY HOMES
Location to be Treated' 903 DOVE LANDING
Approximate Measures to be Treated:
2173
Percentage
of rm• to be applied at this • •1 1 1.
{!:P of Treatment-. -Partials 1XX
• . -
Foundation • •
Primary RESIDENCE �. • • • .LiPOSITION
A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (IF ANY)
INCLUDING AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE-
TREAT FOR TERMITE INFESTATIONS OR REPAIR DAMAGE 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: $235.23
NOTES: Annual re-newal: $125.00
S r
32129 PT 9/15/2007
Ca or Tedkb=im SPCB licerua A 32129 PT
ngineering, LLC
401 S. CLAY STREET, ENNIS, TX 75119
July 6, 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 Bilk Subdivision Address City County State
37 9 Dove Crossing 903 Dove Landing Av. 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.
1500 psf 52
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
PTF0707024
Sinfgrfly,
71612007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com
0
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vi
55.15'
- - -
-
10' P.U.E
- - - - - - - - -
- - -
O
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20' BL
- - - - - - - - - -
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q
ONE STORY
SINGLE FAMILY
p
BRICK RESIDENCE
PLAN # 1668
F-
7'-6"
V'
40'-011
-
18' CONC.
DRIVEWAY
kn
N
5' P.U.E
55.15'
T-7 13/16"
25' BL
903 DOVE LANDING AVENUE
LOT 37, BLOCK 9
DOVE CROSSING SUBDIVISION
COLLEGE STATION, BRAZOS CO.
TX
FLATWORK 858 SQ/FT
GRASS 195 YARDS
55.15'
10' RUE
— — — — — — — — — — — — — — — —
O n ^�
J
o ONE STORYkfj o
c OINGLE FAMILY
CD BRICK RESIDENCE
h PLAN # 1668
In G" n n, All
---- 5' P.U.E
d' CONC.
� V WA'
55.15'
7'-7 13/16"
903 DOVE LANDING AVENUE
LOT 37, BLOCK 9
DOVE CROSSING SUBDIVISION
COLLEGE STATION, BRAZOS CO.
TX
FLATWORK 858 SQ/FT
GRASS 195 YARDS
-----------------------
PROVIDE STEEL LINTELS AT ALL
MASONARY OPENINGS AS REQUIRED
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DOUBLE 2-3' X 5' DL 1/1 MULLED 3' X 1'6"
ROWLOCK W/ 4' x 2' AR TR
TO SURROUND WINDOWS
16' x 7' BRICK QUOINS
W 1" PROJECTION
PLAN# 1668
Cassc
ADDRESS 903 DOVE LANDING AV
LOT 37 Century
BLK 9 Homes
SUBDMSION DOVE CROSSING F M-" wff-o---'""°`""'
0
40' 0"
13'0"
13'0"
14' 0"
4' 0" 510. 4' 0"
.2' 10" 3' 0-
7' 2"
2' 6" 9101. 2' 6"
TTo, x 6, o* T
3'0*'x 50' 3' (r x 5' (r
61.
8' Ir
-----------------------
:BREAKFAST
-------------------------
SL CLG 8'- 10'
MSTR SUITE
SL CLG 8'- W
5101, 3'3" 3-0"
15'4"
42" F W
----
- --------------
FAMILY
3'8"
I ---------
10 CLG
11DW
KITCHEN
SL CLG 8'- 10
6' 6"
6' 6-
REF
- ---- ---------
PANTRY
-- ---- --------
91,
5101,
C>
D
BDRM`2
8'CLG,,
1 F3 2"
6' 6" iI
- - ---------
MXMArnc
Z8,
ENTRY
I� hDOESS 'I
---
10' CLG
4' 0" 2- 4"
6'9" 6' 10"
zt
FOOTAGE
3-0-
LIVING
1668
4'(r
GARAGE
478
ra
POR =CD
PORCH
Z(
IO'CLG 4n
TOTAL
2173 F""
GARAGE
7' 7" 2' 4"
--------------------
��q ----- ---------------
(D
BDRM3
8- CLG
COPGHT 2000:
FRED BUM JS & CCH
15*11'
14' 2" 5' 4" 20' 6"
40'0"
PLAN 4
1668
Century
Homes
ADDRESS
903 DOVE LANDING
LOT37
BLK
9
SUBDIVISION
DOVE CROSSING
60
SEE ELEVATIONS FOR
WINDOWS SIZE AND LOCATION
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"
13- 0" IT 0" 14'0"
—FT6"
4' 0" 5' 0"(�,� 4' 0"
2'10" 3-0" 7- 2"
9101,
3- 0- ol 3'0" x 5' 0"
CD
@ 3'0*x8'0'3'0"x8'0
---------- --------- ------------------------
:BREAKFASTLNG
SL CLG 8'- 10'
MSTR SUITE
SL CLG 8'- 1&
60
5- 0" 3'3' 3'0" 15- 4"
42" HAJ,F WA L
FAMILY
3'8" 9,
10'CLG
ED
F4
z G" z
m
:;o
KITCHEN IN
SLCLG8'-10' 6'6" 6'6" 2'0*
REF
PANTRY
------- -------- T 91,
b
;,
5'0" Fwl
x
r-. co in
CD
D
2' 0"
2'8'
BDRMt
8'CLG
IF 3" 2" 6'6"
54XMAT C I
rs ACE I
ENTRY ---C--- I
2'4" 6
IO'CLG 4 0" 9-1 6- 10"
FOOTAGE
-------------------LIVING 1668
4'0' = GARAGE 478
POR o PORCH 27 o
IVCLG 'n TOTAL 2173
cq
GARAGE
2' 4" -------------------- .CLG ----- -----------------
F-4
BDRM3
8'CLG
COPyp4GHT 2000:,
FRED BURTS & CCH:.
15' 1 V
14'2" 5-4" 20-6"
40'0"
PLANK
11668
ADDRESS
903 DOVE LANDIN,
LOT
37
BLK
SUBDIVISION
-9
., DOVE CROSSING
0
ao
ROOF AS SELECTED
e @ 8:12
BRICK
RIGHT ELEV
12
12
e� ROOF AS SELECTED
@ 8:12
BRICK
LEFT ELEV l
SIDING TO BE
ALL TEMPLE BRAND
HARD BOARD
IP12
A*lt
DICK IIf—iII I BRICK
REAR ELEV
ROOF AS SELECTED
@ 8:12
PLAN# 1668
ADDRESS 903 DOVE LANDING LN
LOT 3'7
BLK 9
SUBDMSION DOVE CROSSING
8' 1 1/8" PLATE I a o 8' 1 1/8" PLATE
10' 1 1/8" PLATE VCIULL
ROOF DETAIL
12
NOTE: 1) Foundation anchor bolts at
6'0" o.c. as per 2003 IRC
sec. R403.1.6
2) All framing and structural
design to meet 90 m.p.h.
wind criteria as per sec.
R301.2.1 and table R301.2(4)
2003 IRC code.
0 3) All lower sole plate to be
Pressure treated as per
sec. R319. All fasteners
to be hot dipped galv. steel,
stainless steel, silicon bronze
or coper only as per sec. R602
lassic
Century
Homes
UW.: Name O.—kip �p ,&W
4) Provide hand rails on all stairs/steps
with a minimum of 4 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 3/4" sec. R314.2)
5) Masonary veneer anchorage of
24" horizontal and 18" vertical as
per sec. R703.7.4.1 and weep holes
at a maximum of 33" o.c. as per
sec. R703.7.6.
;BREAKFAST-
SLCLG8'-10'
----------------------
MSTR SUITE
SLCLG8'-10'
BLOCK 8 WIRE
FOR FAN ONLY
FAMILY
a2" 10' CLG I
Xi\
o ®
RAA-
Electrical
ceiling fan spotlights 1
Fluorescent fixture
O
pot light
0 0 0 0 o
vanity bar light
®
fan
J
light
outlet
outlet 220v
outlet gfi
smoke detector
switch
$ 0
switch 3 way
BDRM
2
8' CLG
I
V
L�J
BDRM 3
8' CLG
ENTR\Y
\
_
10' CLG
I I e4x27ArrlC I
ACCESS
II
iII
POR
10-CLG
GARAGE
8' CLG
1Sff
C-.4AIrft
COPYRIGHT 2000
FRED BURRIS & CCH
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 #
1668 ELECTRICAL PLAN
lassic
ADDRESS
Century
Homes
LOT
BLK
SUBDIVISION
X.Uq Nome O—WA r Ik
aHI)FOUs
m�SIIEAm— OMMIR OUS AM VExr BAFFMIS nc
AMFSARMS. TYMcAL MOOR SYSTFAI: FNOSATRI00E�TOBE RLSTAUFD SOmAT
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AIROAMER BRR:x(WASESTOUNDERSIDE
hesTUosg Ve OF FLan RUST SOFM WI EQUALLY SPACED VENTS
all BATt MRDIATNN IwEEPYEMEVFAYIRDaRRTI (1POD
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All BARRIER
In•SNFATHIW
AM BARRB:x
hIsTUOS e'r—IN
he Sruoso N• O.r
Rll BAn INM.AnON
RII BAP INSULATn1N
I?nFQM`DLY
1 r sinEmmv,
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.ALLSLABpRnD M,niNXNERSFs,
J 'A,
PF URAC_WT00l ULTERW RL BY
TYPICAL ROOF
in'
SHINGLES a6 "rw Ad,
PLYWOOD 614EATWING
um 'H' CLIPS
MIN. 2"W.RAFTERS
CONTINUOUS
IF 24- o.c.
BATT INSULATION
AIR VENT BAFFLES
.24' O.C.
ROOF PI'
END AT RIDGE
TO BE INSTALLED r
SO THAT
AIR FLOW 15 NOT I (OVERRAN I✓'
RESTRICTED
DECKING �
MAX.
WOOD FASCIA
SOFFIT MATERIAL
TYPICAL BRICK EXTERIOR WALL
FACE BRICK
1' AIRSPACE
In. SHEATHING
2'N4' STUDS a IS" o.c.
BATTIN5ULATION CITY -OF LOCKHART
W SHEETROCK TYPICAL ROOF OVERHANG DETAIL
i
I.-Mes
IQ•sN2AlH
ABaARR1ER
hesmDA$ O Ac
RMa3UlAl10N
Ir•S.sxEETRD/x
100LTWOr MAx. .
NOTE
1) Foundation anchor bolts at
67 o.c. as per 20001RC
sec. R403.1.6
2) All framing and structural
design to meet 90 m.p.h.
wind critcria as per sec.
R301.2.1 and table R301.2(4)
20031RC code.
3) All lower sole plate to be
Pressure treated as per
sec. R323. All fasteners
to be hat dipped galv. steel,
stainless steel, silicon bronze
or toper only as per sec. R323.3
4) Provide hand Fails on all stairststeps
with a minimum of 2 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 314" sec. R314.2)
5) Masonry veneer anchorage of
24" horizontal and IS* vertical as
per sec. R703.7.4.1 and weep holes
at a maximum of 33" o.c. as per HANDRAIL 1111-MIN.
sec. R703.7.6. To2W MAX. In.
.......................
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TOP VIEW
CHIMNEY CAP
Lt
2X4 BAND
L1 2X4 FRAM
MEMBER
TYPICAL WALL DETAILS
SIDE VIEW
CHIMNEY
CAP
2X4 BAND
2X4 FRAMING
MEMBER
OSB
SIDING
SPHERE SIIALL {{
NOT PASS THRU
RaTI—ENOSID
4" W'ALL OR FOOT
R
tS
18" FLOOR SYSTEM
TREAD
r (3)2xl2 STRINGERS
F
5/8" TYPE DRYWALL
x
UNDER STAIR STRINGERS
v
U
U
HANDRAIL Q 34"-38" MAX.
FIRST FLOOR
STAIR DETAIL IRC 2003
2' 4" I 1010'l MIN.
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Century
Homes
Area Calculator:
mom
Assembly Type
=01MIMMOMM
Comments/
Description 1
IMEMOMMMIll
�'mulled
MMIMIMMHMM����
07/05/07 14:02:50
Window Area Total: 184.81
1/1
Area Calculator:
Description
ffl�:2'8"full
view
07/05/07 14:02:51
Door Area Total: 55.56
1/1
SIMPSON LSTA21 OR CS20
(ATTACH TO FRAMING ON
3" O.C. GRID PATTERN OPPOSITE SIDES OF
8d COMMON NAILS SHEATHING) TYPICAL BOTH
TO HEADER SIDES OF OPENING.
I
0 `� 0 0 0 o
o p o 0 o f o
1 1
1 t
O b O o O I O
1
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I I I I 1 II'I
3"O.C. NAILING IN ALL i i i i i bi TOP PLATE TO
FRAMING STUDS, ° 0 i i i 1 i i t i° HEADER - 2 ROWS OF
I
BLOCKS, TOP PLATE, o i i ' i ipi 16d SINKERS, 3"O.C.
AND BEHIND THE
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I
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5/8" TITAN ANCHOR
FRONT VIEW BOLT MIN. EMBED.
DEPTH - 22" TYP.
[ANGQLEEn�-L-
FRONT VIEW
SIMPSON LSTA21 OR
CS20 (ATTACH TO
FRAMING ON OPPOSITE
SIDES OF SHEATHING)
3" GRID PATTERN 8d
COMMON NAILS TO
'16" MIN.'
TYPICAL BOTH SIDES
ES
OF OPENING.
16" MIN.'
HEADER
TOP PLATE TO
�-
;;
HEADER LEA SPA 16'
i
HEADER - 2 ROWS OF
16d SINKERS, 3"O.C.
(BE TW EN 6TO 1 )
3" O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
o
AND BEHIND THE
STHD10 HOLDDOWN
3 BOTTOM PLATE
TYPICAL
5/8" ANCHOR BOLT
EMBEDDED 7" MIN.
TYPICAL 2- SIMPSON HTT16
' EACH SIDE - TYPICAL
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IN •.. ¢ t
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FOR SITES WHERE FILL IS GREATER THAN 3'-0 a
", PLEASE ; (� ;� �, \ j ad 3 a
CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIUi • z
a
INTO THE DESIGN. ; �••••.: a ; ••� _i (n 2 w
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RECOMMENDED.
4. PROVIDE AS MIL POLYETHYLENE MOISTURE RETARDER
BENEATH SLAB AREA. Z
5. ALL STRANDS 1/2" DIA. - 270 K. O
cn
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UNLESS ACCOMPANIED BY A LETTER FROM AGTM W Z
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LOT & BLOCK, OR ADDRESS. 0 0 c>, cn
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p
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FOUNDATION A MINIMUM OF 3" IN 6-0". U
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Lo ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 00
ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
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CABLE STRESSING. = T LL d
13. THE FOLLOWING SYMBOL INDICATES DROP IN w p
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LOCATION IS TO BE DETERMINED BY PLAN OR AS
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LL
FOUNDATION: w
1. THICKNESS T= 4" 00
2. BEAM WIDTH W= 10" U
3. BEAM DEPTH D= 33" m
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4. AREA = 2166 SQ. FT. °m $
5. EST. CONCRETE = 85 YRDS. m } M
6. SOILS REPORT: z o 0
CME TESTING AND ENGINEERING, INC. w 1
a
1806 WELSH AVENUE, SUITE C co m
COLLEGE STATION, TEXAS 77840 U
PROJECT NO. 26116 Lu o
10
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VeOLOLOdld NOTES: * %% o
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOU TION, ` �I z-
ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED �•'••••� ;••�••.� 0 o
MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHE ; p to
IN •.. ¢ t
FOUNDATION SITE CONTAIINS FILL (MAX. 3'-0'), THE DEEPEN a / a w
BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. O ; �� IL
FOR SITES WHERE FILL IS GREATER THAN 3'-0 a
", PLEASE ; (� ;� �, \ j ad 3 a
CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIUi • z
a
INTO THE DESIGN. ; �••••.: a ; ••� _i (n 2 w
2. 3000 PSI, CONCRETE SLAB. �1,a* ' :��+' w L) 6
3. 4' OF CUSHION SAND UNDER CONCRETE SLAB IS `T� °e a
RECOMMENDED.
4. PROVIDE AS MIL POLYETHYLENE MOISTURE RETARDER
BENEATH SLAB AREA. Z
5. ALL STRANDS 1/2" DIA. - 270 K. O
cn
8. THIS FOUNDATION DESIGN IS CONSIDERED INVALID WO
UNLESS ACCOMPANIED BY A LETTER FROM AGTM W Z
ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q
LOT & BLOCK, OR ADDRESS. 0 0 c>, cn
7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z = U-) O
DISCRETION. o T co 0 O
8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. N ao w W Z U
SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY O CC� 1 r O Z O
ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY CO p NN
OWNER/GENERAL CONTRACTOR. Z Z N Z Z O m g a
cr
9. AT CONTRACTORS OPTION, LIVE END AND DEAD END O Lu Z z > m
REVERSAL IS PERMITTED. U 2 (D CC Z `n Z
10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE Z IWi m 0 O
INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. Z p cr U Q. m o F
11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE w J F<- r- cf)
AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF
p
THE FOUNDATION AND SLOPE AWAY FROM THE w
FOUNDATION A MINIMUM OF 3" IN 6-0". U
O o12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS a m
Lo ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 00
ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING ru •-
CABLE STRESSING. = T LL d
13. THE FOLLOWING SYMBOL INDICATES DROP IN w p
FOUNDATION. THE AMOUNT OF DROP AND EXACT g 0
LOCATION IS TO BE DETERMINED BY PLAN OR AS
DIRECTED BY OWNER/CONTRACTOR. 0
LL
FOUNDATION: w
1. THICKNESS T= 4" 00
2. BEAM WIDTH W= 10" U
3. BEAM DEPTH D= 33" m
O
4. AREA = 2166 SQ. FT. °m $
5. EST. CONCRETE = 85 YRDS. m } M
6. SOILS REPORT: z o 0
CME TESTING AND ENGINEERING, INC. w 1
a
1806 WELSH AVENUE, SUITE C co m
COLLEGE STATION, TEXAS 77840 U
PROJECT NO. 26116 Lu o
10
DATED: OCTOBER 2, 2006 a' o s
Q
Ew
— co
0 N IS
.� wv�,
ETHROUGH
N THEEVENTTHATACABLE C
UGH A PLUMBING OPENING, #CAUTION: VIBRATE ALL CABLE LIVETO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. W LUNG CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLYN CABLESPACING BE AREAS WHERE MULTIPLESTRANDSN V0O.C. COME TOGETHER
:_(12/20�2007) Gma Southerland _Re:�Callingrvfor,CO @ 903 Dove Landing Ave �� Page_1�
From: Terry Boriskie
To: Amber Carter; Benjamin McCarty; Chris Haver; fredburris; Gina Southe...
Date: 12/19/2007 1:53 PM
Subject: Re: Calling for CO @ 903 Dove Landing Ave
Fred Burris with Classic Century Homes has been notified via this e-mail
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
>>> Mitchell Carson 12/19/2007 1:39 pm >>>
The box on the sewer clean out is buried and needs to be brought to grade. Flagged Mitch
>>> Kim Wolfe 12/19/07 11:58 AM >>>
any issues?
BP # 07-2301
Thanks
Kimberly Wolfe, CPS/CAP
City of College Station
Planning & Development Services
(979)764-3570
www.cstx.00v
BUILDING PERMIT
CITY OF COLLL5,�IATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Application Number . . . . . 07-00002301 Date 8/17/07
Application pin number . . . 272151
Property Address . . . . . . 903 DOVE LANDING AVE
Property ID: 230100-0309-0370
R #.
Application type description RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . . . . . . DOVE CROSSING PH 3
Property Use . . . . . . . . RESIDENTIAL
Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation . . . . 110088
Owner
Contractor
------------------------
------------------------
CLASSIC CENTURY
HOMES
5001 HWY 287 S
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
1668.00
INTERIOR WALL TYPE
SHEETROCK
NUMBER OF BATHROOMS
2.00
NUMBER OF BEDROOMS
3.00
SEWER TYPE
PUBLIC
TAZ
405.00
----------------------------------------------------------------------------
Permit . . . . . .
BUILDING PERMIT
Additional desc . .
AC
Permit pin number .
520049
Permit Fee . . . .
493.00 Plan Check Fee
.00
Issue Date . . . .
8/17/07 Valuation . .
. . 110088
Expiration Date . .
2/13/08
Qty Unit Charge
Per
Extension
BASE FEE
460.00
11.00 3.0000
THOU BLDG, VAL 100001-500000
33.00
----------------------------------------------------------------------------
Special Notes and Comments
-ENGINEERED BRACING
AND FOUNDATION
- --------------- ----- ----------------------- ---------------
BUILDING DEPT DEPT REPRESENTATIVE:
APPLICANT: I l)G`Z/7
BUILDING PERMIT
CITY OF COLLAGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
Application Number . . . . . 07-00002301
Application pin number . . . 272151
Page 2
Date 8/17/07
Special Notes and Comments
ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING
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. PROOF OF METHOD TO BE USED SHALL BE RECEIVED
IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
ISSUED.
PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER
CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE
Surface Drainage Shall Be Diverted to an Approved Point of
Collection. Lots Shall Have a Grade Fall Minimum of 6"
inches Within the First 10' feet Away From the Foundation
Walls.
ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical
Code & LOCAL AMENDMENTS
ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL
PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET
MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY
WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S
ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS)
MAKE SURE TO INCLUDE REBAR SLAB GROUND
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 LOC TED IN A GARAGE
OR CARPORT SHALL BE PROTECTED FROM IMP T BY A TOMOBILES
----------------------------------------- - - .-Au��----------
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
Application Number . . . . . 07-00002301
Application pin number . . . 272151
Page 3
Date 8/17/07
Special Notes and Comments
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
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.
PROVIDE SANIT
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
Application Number 07-00002301
Application pin number . . . 272151
Special Notes and Comments
Page 4
Date 8/17/07
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.
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 2O06 IMC
ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED
SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN
PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND
CLOTHES DRYERS.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . SEWER TAP 4" 350.00
WATER TAP 3/4" 400.00
-------------------------------------------- -------------------------------
-----Fee- summary
--------Charged
--------Pai- C dit Due
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
----------------------------------------------------------------------------
Application Number . . . . .
Application pin number . . .
----------------- ----------
Permit Fee Total 493.00
Plan Check Total .00
Other Fee Total 750.00
Grand Total 1243.00
Page
5
07-00002301
Date
8/17/07
272151
--------------------
493.00
----------
.00
.00
.00
.00
.00
750.00
.00
.00
1243.00
.00
.00
----------------------------------------- J64,1a--/�__�,-.----____--
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 . . . . . 07-00002302 Date 8/17/07
Application pin number . . . 387002
Property Address . . . . . . 903 DOVE LANDING AVE
Property ID: 230100-0309-0370
R #.
Application type description TEMP POLE
Subdivision Name . . . . . . DOVE CROSSING PH 3
Property Use . . . . . . . . RESIDENTIAL
Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation . . . . 0
Owner
Contractor
------------------------
------------------------
CLASSIC CENTURY HOMES
5001 HWY 287 S
ARLINTON TEXAS
ARLINGTON
TX 76017
(817) 561-4369
----------------------------------------------------------------------------
Permit . . . . .
. TEMP POLE
PERMIT
Additional desc .
. AC
Permit pin number
. 520056
Permit Fee . . .
. 20.00
Issue Date . . .
. 8/17/07
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
1
---------------------------------------- --✓ --------------
BUILDING DEPT REPRESENTATIVE:
APPLICANT: \
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FD'Mc
APPLICATION FOR BUILDING PERMIT oAT�: �c
1101 TEXAS AVENUE
COLLEGE STATION, TX 77040 APPLICATIONa
:: %c.i:A „• r
Cx r°D TI (979) 764-U7o (079) 7E4-3490 FAx
TEMP POLE O
Www.CSTX.GOV
ADDRESS/LOCATION: 3 [ I V e,
LOT _22 BLOCK �_ SUBDW(SION �p\,/C 12055 SEC/PH J
BUSINESS/OWNER NAME: l.:.G.ASS IC - .S PHONE: �•?j-�OeS�i'
CONTRACTOR/HOMEOWNER: o— t:s5((- c T(JpL�,�S PHONE: -!. (oq
CONTACT PERSON FOR REVIEW COMMENTS: ac�RR15 PHONE:
FAX: lgxy .159 EMAIL:
ELECTRICIAN:
PLUMBER:
HVAC: GOOD CENTS (Residential only):
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCT' lok • SLAB ONLY
DUPLEX (Landscape Plans) REMODELIRENOVATION` SWIMMING POOL
TENT/CANOPY
DESCRIPTION OF WORK; _ �S//1f��1� •�/-J/YJ.-,o
PROPOSED USE: Jr1 GTDAj
HOMEOWNF-RASSOCIATIONIARCHn'EC7UAL OR DESIGN REVIEW COMMITTEE APPROVAL --
TEXAS ACCESSIBILITY STAN AS) PROJECT 11Ea1STRATION# EASPRJ/A
VALUATION: $
TOTAL AREA _9M HEATED AREA
(Cos of Labor ark MaOzrials)
Z PUBLIC SEWER
LI SEPTIC/T'REATMENT SYSTEM
j
Jr� 1�
SEWER TAP:
3
WATER TAP: I r
5 v.F
OTHER TAP:
SrLE
u T6MP POLE
GARAGE TYPE
SINGLE Q
ATTACHED M
NUMBER OF BEDROOMS:
NUMBER OF BATHROOMS:
INTERIOR WALL TYPE:
EXTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
DOUBLE TRIPLE
DETACHED CARPORT
SIGNATURE OF APPLICANT:
'If proposed work involves new comma Vial cyan en o1facade Imp v ents/renavalions 90 an existing
commerclal property, building elevations are uired.
oeo+veoeereeeeeeee♦eeseeasaeseaeee4mamoeeo9♦o+eeoeeoaeee•�e•
Official Use only
Y- 07 _
Plans Examiner Zoning Official Fire Marshall
G W/h Commente:
1 Ifni+VAL eiMM'Vh 29 or NO
��chGJ'L�.� Actels
Ens. v.4d A•fn. 4_ 01-
Jun 1U U( U'L:USp
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UIV UUV JULJ
Energy Code Compliance 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 Gain Coefficient)
Glazing U-Factor
R value of ductwork
A/C SEER. stating
Protection Against Subterranean Termites
Chemical Termiticide Treatment (Soil Treatment)
❑ Chemical Termiticide Treatment (Field Applied Wood Treatment)
® Physical Barriers
0 Other
*Verliication of Application shall be submitted to the City of College Station
Building Department prior to issuance of the Certiifleate of Occupanc)r.
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# O _ Z 7a l
DATE: c7
BUILDING ADDRESS:
903 L,
I. Foundation Requirements- Minimum City Founda ion Standards jN
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
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
NOOK
1. One -hour rated extending to roof deck
OK
E.
Header sizes indicated on plans
A/
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
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
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
NA/
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:
NA/
?0
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
NA116
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. re uirements:
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/IQK
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
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."
c
PLANS EXAMINER
DATE