HomeMy WebLinkAboutRES2007-00569, 07-570PREPARED 8/06/07, 11:59:03
INSPECTION TICKET PAGE 10
City of
College Station
INSPECTOR: BUILDING INSPECTOR DATE 8/06/07
------------------------------------------------------------------------------------------------
ADDRESS
. : 904 TURTLE
DOVE TRL SUBDIV:
CONTRACTOR CLASSIC
CENTURY HOMES PHONE (817) 561-4369
OWNER .
.
PHONE
PARCEL .
. 230100-0209-0030
APPL NUMBER: 07-00000569
RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT:
BLDG 00 BUILDING PERMIT
REQUESTED
INSP
DESCRIPTION
TYP/SQ
COMPLETED
RESULT
RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01
4/25/07
RH
BLDG, FOUNDATION -SLAB TIME: 17:00
4/25/07
AP
April 25, 2007 9:03:27 AM glsouth.
04/25/2007 03:03 PM RH PDA
Slab survey submitted, slab ground installed.
B115 01
5/25/07
JGM
BLDG, FRAMING TIME: 17:00
5/25/07
AE
May 25, 2007 9:26:41 AM kwolfe.
05/25/2007 02:49 PM JGM PDA
install and sheetrock over fireplace
B130 01
6/01/07
JGM
BLDG, INSULATION TIME: 17:00
6/01/07
DP
May 31, 2007 4:41:18 PM glsouth.
06/01/2007 01:41 PM JGM PDA
need to attach ducts to exhaust fans, need to fix
overstuff areas, need to display R-value on wall insulation,
need to fireblock front wall of fireplace - ok to brick
B130 02
6/04/07
JGM
BLDG, INSULATION TIME: 17:00
6/05/07
DP
June 4, 2007 4:31:46 PM glsouth.
Did Not Fix Notes From Previous Inspections
B130 3�:-'.�;
_6"/07/07
OC
BLDG, INSULATION TIME: 17:00
✓'
6/07/07
DP
June 7, 2007 7:59:51 AM kwolfe.
3
Sheetrock Fireplace Chase, Firestopping
B130 04
6/08/07
OC
BLDG, INSULATION TIME: 17:00
6/08/07
AP
June 8, 2007 9:59:57 AM kwolfe.
B125 01
8 06/9Q
B
BLDG, FINAL TIME: 17:00
0110'?
��/17
OfyL
August 6, 2007 10:28:32 AM acarter.
Tuesday Morning`
-------------------------------------- COMMENTS AND NOTES--------------------------------------
�o z����4"'O„
Date: 8/6/2007
Inspection Comments for Finals
Permit Year: 7 Permit Number: 569
Address: 904 TURTLE DOVE TRL
Type
inspection Type code
Description
status
Inspection Result Comments
B100
BLDG, FOUNDATION -SLAB
IC
04/25/2007 03:03 PM RH PDA
B100
BLDG, FOUNDATION -SLAB
IC
Slab survey submitted, slab ground installed.
B115
BLDG, FRAMING
IC
05/25/2007 02:49 PM JGM PDA
B115
BLDG, FRAMING
IC
install and sheetrock over fireplace
B130
BLDG, INSULATION
IC
06/01/2007 01:41 PM JGM PDA
B130
BLDG, INSULATION
IC
need to attach ducts to exhaust fans, need to fix
B130
BLDG, INSULATION
IC
overstuff areas, need to display R-value on wall insulation,
B130
BLDG, INSULATION
IC
need to fireblock front wall of fireplace - ok to brick
B130
BLDG, INSULATION
IC
Did Not Fix Notes From Previous Inspections
B130
BLDG, INSULATION
IC
Sheetrock Fireplace Chase, Firestopping
M100
MECH, ROUGH IN
IC
05/11/2007 01:08 PM RH PDA
M100
MECH, ROUGH IN
IC
We need information. about vinyl flex be allowed in an
M100
MECH, ROUGH IN
IC
unconditioned area. Will it hold up over time.
M100
MECH, ROUGH IN
IC
Temperature range data shows that 140 to 180 degrees
M100
MECH, ROUGH IN
IC
should allow it to hold up in attic spaces.
Page 1
Apr 25 07 01:42p Cch - B/cs 979 690 3823
APR-18-2007 WED 02:40 FM P.003
S U R V E Y P L A T
This is to certify that I have, this date, made an on the ground survey of the property
located on 90044 TURTLE DOVE TRAIL in the City of COLLEGE STATION, T®xos, described as
follows:
Lot 3, Block 9, of DOVE CROSSING, on Addition to the City of COLLEGE STATION, BRA20S
County, Texas, according to the MW or Plat thereof recorded in VOLUME 7302. PAGE 21R-
of the Plot Records of BRAZOS County, Texas.
a' P.U.E.
h
:50 � C
%9
1W P.UZ
VOL. 7= M 2w—v A
10z
Nam&
2. Bmis of 6eoring — Subject Plot
3. C.11. w CONTROLUJNO MONUMENT
-�+- WMATES FLOW W STEM WATER
15
VO.{MP .... A6E 711 DOES l,WTFOU�
CAMa A. SM 74" "FECM AND PLDM
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a�m000 �b �VnA Mw SOON GEQDt D � Ut b booted A 2wr lL
Od �wr Y •.4 vad rr midi f�r.n�e,,� d rw pW�eb. MibeA,M tr �, M A. r,p,nd wwp� �q r w old a sows -16 ,wbvm„r ."
,moo eM d wo.d br Irr aM wb� d d7 p,gMq Irto IMad�O y Do OOL lr loos, ai M� A M�,�, 0.0 bpvr�,r,h a. a ron�
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3iro f,..wwwt- . -1P. Prwa Ind 9 "W Vb. 3W
B BUENA TIERRA GROUP j"11W
400 SOUTH INDUSTRIAL BLVD., SURE 216 (017) 354-1445
EULESS, TEXAS 760440 (817) 354--1451 (F)
WF0884698 / 001 City of College Station PAGE 1
REQ. DATE: 03/28/07 - 03/28/07 16:37:48
LOCATION: 904 TURTLE DOVE TRL LOC ID: 204562
REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN
REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE:
TEMP POLE PASSED
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 03/28/07 SCHED COMPLETION: 03/28/07
JOB ORDER RESULT COMMENTS
b)I���.
WF0882128 / 001 City of College St�r:i PAGE 1
`i
REQ. DATE: 03/20/07 03/20/07 14:22:56
LOCATION: 904 TURTLE DOVE TRL LOC ID: 204562
REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN
REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE:
SWR 4" WTR 3/411
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 03/20/07 SCHED COMPLETION: 03/20/07
********************************************************************************
JOB ORDER RESULT COMIlTMTS
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 C C U P A N C Y
P E R M A N E N T
Issue Date 8/09/07
Parcel Number
Property Address . . .
Subdivision Name . . .
Legal Description . . .
Property Zoning
Owner . . . . . . . . .
Contractor . . . . .
230100-0209-0030
904 TURTLE DOVE TRL
COLLEGE STATION TX 77845
DOVE CROSSING PHASE 2
BLK 9 LOT 3
SINGLE FAMILY RESIDENTIAL
CLASSIC CENTURY HOMES
817 561-4369
Application number 07-00000569 000 000
Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW
Construction type . . . COMBUSTIBLE (UNPROTECTED)
Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX
Flood Zone . . . . . .
Approved
ilding Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
( V9/2007) Gina Southerland Re: Calling .for CO @ 904,Turtle Dove. Trl {rv_ ry � J Page 1
From: Terry Boriskie
To: Amber Carter; Benjamin McCarty; Chris Haver; fredburris; Gina Southe...
Date: 8/8/2007 1:21 PM
Subject: Re: Calling for CO @ 904 Turtle Dove TO
Fred Burris has been notified of the needed repairs.
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
>>> Paul Schoenfeld 8/7/2007 3:45 pm >>>
Water ok.
Sewer buried Flagged.
Paul
>>> Kim Wolfe 8/7/2007 8:02 AM >>>
any issues?
BP # 07-569
Thanks
Kimberly Wolfe, CPS/CAP
City of College Station
Planning & Development Services
(979) 764-3570
www.cstx.00v
For Woo Uw (W,,
TRrC RFG
APPLICATION FOR BUILDING PERMIT DAT 10
CITY OF COLLEGE STATION APPLICATION#
1101 TEXAS AVENUE
COLLEGE STATION, TX 77840 TEMP POLE A (JI•
CnA, oV CoUs.C.El STATION (979) 764-3570 (979) 764-3496 FAX
WWW.CSTX.GOV
SUBDIVISION I V I S 10 N _bA2N�- —a- Cl>tl�t�
LOT _,!)ZBLOCK __ _ _q __ / SEC/PH__z____e
BUSINESS/OWNER NAME: PHONE:
s-
CONTRACTORIHOMEOWNER: CLA S 5 PHONE: Vzo 1
CONTRACTOR. ADDRESS: Ria-2104 0491
ELECTRICIAN: PLUMBER,
HVAC: 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:
ASSOCIATION/ARCHITPCTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: _y_j9_5_
TEXAS ACCESS 113��LATO TjWtR0jrAS) PROJECT REGISTRATION#EABPRJ_ MIA
1 In
VA UAT ,!:�. TOTAL AREA: HEATED AREA:
PUBLIC SEWER
SEPTIC/TREATMENT SYSTEM
n��
SEWER TAP: SIZE
'[�WATER TAP. SIZE
ER TAP:
[�TEMP POLE
GARAGE TYPE: SINGLE
ATTACHED
NUMBER OF BEDROOMS: 13
NUMBER OF BATHROOMS: z
INTERIOR WALL TYPE: A jmi�e I --
EXTERIOR WALL TYPE: C__K
FOUNDATION TYPE: nc=
ROOF TYPE: '
DOUBLE TRIPLE
gACHED Q CARPORT
SIGNATURE OF APPLICANT: -------- ------
*If proposed work involves new con_;;TMp'.�� 1
ruction ro\(O\��e��ientr/renovations to an existing
commercial property, building elevations re required.
+
Official Use I Only C*Vents: (:for NO
Plans Examiner Zoning Official
k C '-"5
Energy Code Compliance Inform of
Glazing of.exterior walls
Insula'dot R value of exterior walls
Insulation, P, value of ceiling I (flat areas)
Insulation R. value of ceiling 2 {vaulted areas/no attic)
Glazing SHGC
Glazing U-Pactor.
R value of ducvvork
A/C SEER Rating
A,—t
a
10' P.U.E
N
ONE STORY
SINGLE FAMILY
BRICK RESIDENCE
PLAN # 1638
- O
00 O
40'-0" 7'-6"
7' 7 13/16"
--- - - -- 25'BL
0 18' CONC.
DRIVEWAY
N
- - - - 5' P.U.E- - - - - - -
55.151'
.904 TURTLE DOVE TR
LOT 3, BLOCK 9
PHASE 2
DOVE CROSSING SUBDIVISION
COLLEGE STATION, BRAZOS CO.
TX
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#
DATE: J 2 a r7
BUILDING ADDRESS: a � l e-
LJ Dv
I. Foundation Requirements
N K
A.
Concrete minimum f c 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
ffA10V
A.
Girder or sill dimensions, grade & species
B.
Floor joist size, spacing, grade & direction of span indicted on plans
C.
Treated sill plate or bottom plate
D.
Tenant separation in duplex
OK
1. One -hour rated extending to roof deck
OK
E.
Header sizes indicated on plans
F.
Emergency bedroom egress
1. Exit direct to outside
2. O enable 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.
O enable 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
.1
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
A. Stairway Details
OK
1. Maximum riser height 7-3/4 inches
2. Minimum tread width 10 inches
3. Stairway risers are uniform
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 twenty-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 to be indicated onplans)
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 O
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
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
N
A. Compliance software worksheet MECcheck submitted, or
B. Energy data supplied Percent of glazing, insulation R-values, window LI-values, etc.
Zoning Ordinance Requirements — Ordinance 850
N
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
NA/
Maximum drive width for residence is 28' combined for circular
Minimum 30 feet from driveway to side(intersecting) street
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
"APPROVED PLANS PER IRC SECTION R106.3.1."
3 _ z--0
PLANS EXAMINER DATE
ngineering, LLC
February 19, 2007
Classic Century Homes
5001 Hwy. 287 South
Arlington, TX 76017
401 S. CLAY STREET, ENNIS, TX 75119
The following post -tensioned foundation plans are herein authorized for construction at the address and legal
description shown below. .
Lot Bilk Subdivision Address C County State
3 9 Dove Crossing 904 Turtle Dove Tr. 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.
PTF0207019
R(y OF
.
.rs V ...............
!�. Ei4E�P... •.�
,q5 ••
211912007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.EVGR (3647) ° FAX: 972.875.1398 ° E-MAIL: info@txfoundations.com
ROWLOCK 3' X 5' DL 1/1 MULLED 16' x T OVHD v
W 1" PROJECTION
TO SURROUND WINDOWS W/3' X 1'6" AR TR
PLAN # 1638
ADDRESS 904 TURTLE DOVE TR
LOT 3
BLK 9
SUBDMSION DOVE CROSSING
SIC
Century
Homes J.
Maros Nome 0-44, AO,Wk
I
40'0"
17'0" 3' 9" . 9'6"
- - - - - - - - - - - -
MSTR SUITE
I
6' 9"
2' 9"
9191,
ur)
I 8'- 9'CLG
LoI
I
36x72 double hung I
Z 6' x
6'0'
3'0*x6'0" 3'0'x6'0"
18' 1" L 3' 0" L 5-4"io
!o
Tun
Z
x72 .j .1.
Z 0* x
t un
BREAKFAST
BREAKFAST
round
8'CLG
8'CLG
0- 3-
ARCH
8'CLG
3' 9"
14-10.1
c1l
II
BDRM2
FAMILY
8'CLG
I O'CLG
--j
`a1
co0
co
10, 11"
KITCH
co
5-7- Ll. 101 3-6-
5- 5"
14-6"
8'CLG
do
zw
I
2' 8*
u)
o
O
z
z
PLANT SH @ 8-6-
FE
---------
O
2'8*
2-
—11'3"
M—X2—ZA—TTI—C
is PI&
ED
iV
3
I ACCEM
------
o
FOOTAGE
BDRM 3
GARAGE
LIVING 1638
10,
8'CLG
GARAGE 459
8'CLG
PORCH 20
................
TOTAL 2117
o
2'11"
04
--------------------
---------------------------
cN
COPY RIGHT
1998
FRED BUB
RIS
14'0"
5-0-.1
1
21-0"
16'0'
010.
PLAN #
1638
lassic
SEE ELEVATIONS FOR
ADDRESS
904 TURTLE DOVE TR
WINDOWS SIZE AND LOCATION
LOT.
3 q
Centm,
BLK
omes
19 .
SUBDIVISION
I DOVE CROSSING
REAR ELEVATION
PLAN # 1638
CS,c
ADDRESS 904 TURTLE DOVE TR
LOT 3 Century
BLK 9 Homes
SUBDIVISION I ITi()tIR (R C)RgTNC, p1a iM11-0—hipAff,,dw,
8' 1 1 /4" PLATE
w
J
a.
4) Provide hand rails on all stairs/steps
with a minimum of 2 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.
-
t
1) Lighting on stair to conect from switch a top to
i
light mounted on wall a middle of stairs to switch
`
a bottom of stairs per sec R303.4
I MSTR SUITE
I
2) Smoke detectors will be hard wired in series
I 8' - 9' CLG
I
w/ battery backup power as per sec. R311
3) Provide 110 outlet E light near HVAC unit for
I
I
service with switch,
I FOR FAN ONLY
y.,
BREAKFAST
8' CLG
--------------
®
8' CLG
Q
$' CLG
II
II
--------------
FAMILY "
II
9' CLG
BDRM 2
8' CLG
I I
Ki; H
8' (.`LG
z
BDRM 3 ¢
8' CLG 8' CLG
WH n
D
I 51%71ArnC i
I ACCESS j .
GARAGE
8' CLG
COPYRIGHT 1998
FRED BURRIS
PLAN #
1635 ELECTRICAL PLAN lassie
ADDRESS nay 'e
LOT Century
BLK Homes
SUBDIVISION Alec iyHome OwNe Lip AU rdaD(e
Electrical
ceiling fan spotlights I
fluorescent fixture
0
pot light
vanity bar light
0
fan
light
6
outlet
6
outlet 220v
d-
outlet gfi
®
smoke detector
switch
$,
switch 3 way
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MIN. 2'X6' RAFTERS o 24' o.c.
BATT INSULATION
CONTINUOUS AIR VENT BAFFLES
c24' o.C.
ROOF
END AT RIDGE TO BE INSTALLED
SO THAT AIR
I IOVERHAN
FLOW 15 NOT
RESTRICTED
DECKING
MAX. IAx'
SIaNGLFA
E!Rll¢ AIR VEM DnMLES R2r O.G
ENDS-ATAT 0.1TAiE - TO BE IAYTALLFD SD TI IAT
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CHIMNEY CAP
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2X4 BAND CAP
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2X4 FRA1\� � - -
-
MEMBER
WOOD FASCIA
SOFFIT MATERIAL
TYPICAL BRICK EXTERIOR WALL
FACE BRICK
I' AIRSPACE
In.SHEATHING
2'N4' STUDS o to' o.e.
BATT INSULATION
CITY OF LOCKHART
W SHEETROCK
TYPICAL ROOF OVERHANG DETAIL
TYPICAL WALL DETAILS
2X4 FRAI\
MEMBER
SIDE VIEW OSB —
SIDING -
NOTE
1) Foundation anchor bolts at
67 o.c. as per 2000 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)
20031RC code.
3) All lower sole plate to be
Pressure treated as per
sec. R323. All fasteners
to be hot dipped galy, steel,
stainless steel, silicon bronze
or coper only as per sec. R323.3
4) Provide hand rails on all stairs/steps
with a minimum of 2 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 3/4" see. R314.2)
5) Masonry veneer anchorage of
24"horizontal and Ig" vertical ec sl•uEaesnALL
NOT
per sec. R703.7.4.1 and weep holes
at a maximum of 33" o.c. as per IIANORAIt 112A•AIIN.
sec. R703.7.6. TO 2 ST MAX. SI2F
_____•_-__________•___________
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Area Calculator:
Add to
Library
Window
Name
Assembly Type
Quantity
Width
x Height
Unit
Area
Total
Area
U-Factor
t
SHGC
Comments/
Description
1
3'0" x 5'0"
Metal Frame, Do
4
T-0"
5'-0"
15.00
60.00
ft2
0.650
0.340
2
TO" x TO"
Metal Frame, Do
1
T-0"
3'-0"
9.00
9.00
ft2
0.650
0.340
3
4'0" x 4'0" fixed
Metal Frame, Do
1
4'-0"
4'-0"
16.00
16.00
ft2
0.650
0.340
4
2 - TO" x 6'0"
mulled
Metal Frame, Do
1
6'-0"
6'-0"
36.00
36.00
ft2
0.650
0.340
5
2'0" x 6'0"
Metal Frame, Do
1
2'-0"
6'-0"
12.00
12.00
ft2
0.6501
0.340
6
1
12'6" x 6'0"
Metal Frame, Do
1
2'-6"
6'-0"
15.00
15.00
ft2
0.650
0.340
7
1'6" x 5'0"
Other
2
1'-6"
5'-0"
7.50
15.00
ft2
8
Tx 1'6" AR TR
Metal Frame, Do
2
D = 3'-0"
3.53
7.06
ft2
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
02/01 /07 08:31:11
Window Area Total: 170.06
1/1
Area Calculator:
Assembly Type
Comments/
Description
02/01 /07 08:31:14
Door Area Total: 55.56
1/1
•. alb,
SEE DETAIL 6EE J
DETAIL i : : • " O
13TORY- 16TORY
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FRONT VIEW
3" GRID PATTERN 8d
COMMON NAILS TO
HEADER
TOP PLATE TO
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16d SINKERS, 3"O.C.
3 O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
AND BEHIND THE
STHD10 HOLDDOWN
3 BOTTOM PLATE
TYPICAL
w
5/8" ANCHOR BOLT
EMBEDDED 7" MIN.
TYPICAL
16" MIN.
SIMPSON LSTA21 OR
CS20 (ATTACH TO .
FRAMING ON OPPOSITE
SIDES OF SHEATHING)
TYPICAL BOTH SIDES
OF OPENING.
a ..
2- SIMPSON HTT16
EACH SIDE - TYPICAL
HEADER CLEAR
SPAN ACROSS
ALTERNATE
1-STORY - 16" M IN.
TYPICAL BOTH SIDES
HEADER CLEAR
SPAN ACROSS
-8" MIN
MIN. 3/8" WOOD STRUCTURAL
=
PANEL SHEATHING (SINGLE
SIDED FOR 1 STORY.)
EDGE NAIL 8D COMMON,
6" O.C. (1 STORY)
FIELD NAIL
xx
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• o
2 - 2' ANCHOR BOLTS
EMBEDDED 7' MIN. (1 STORY)
i•
1800 LB HOLDOWN
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
ALTERNATE:
1-STORY- 2'-8" M IN.
TYPICAL BOTH SIDES
SIMPSON LSTA21 OR
CS20 (ATTACH TO
FRAMING ON OPPOSITE
SIDES OF SHEATHING)
TYPICAL BOTH SIDES
OFF-OPP,EOPENING.
J.
�.
is
0
T
FRONT VIEW
r-HEADER CLEAR
SPAN ACROSS
3" GRID PATTERN 8d
COMMON NAILS TO
i
HEADER
i
TOP PLATE TO
HEADER - 2 ROWS OF
16d SINKERS, 3"O.C.
3" O.C. NAILING IN ALL
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BLOCKS, TOP PLATE,
AND BEHIND THE
STHD10 HOLDDOWN
-2- SIMPSON STHD14
EACH SIDE - TYPICAL
n D
3 BOTTOM 5/8" ANCHOR BOLT
PLATE EMBEDDED 7" MIN.
TYPICAL TYPICAL
Ej_-E9_T0RY - 16"-MIN]
FRONT VIEW
HEADER CLEAR
SPAN ACROSS
=2- SIMPSON STHD10
2'-8' MIN
MIN. 3/8" WOOD
STRUCTURAL PANEL
SHEATHING (SINGLE SIDED
FOR 1 STORY.)
EDGE NAIL 8D COMMON,
6" O.C. (1 STORY)
FIELD NAIL
8D COMMON, 12" O.C.
MIA
2 - z" ANCHOR BOLTS
EMBEDDED 7" MIN. (1 STORY)
U4.
EMBEDDED IN CONCRETE
@ SLAB POUR - TYPICAL
TYPICAL BOTH SIDES
1-STORY - 2'-8" MIN.
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NOTES:
DIAGONAL: 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, aj
76-0 7/16" cl) N ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A r�1�;�' �•••� ••�'.,�,,ll
cn m m m MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN ": ; 0 ;to :tit
FOUNDATION SITE CONTAIINS FILL (MAX. 3-4), THE DEEPEN IL ;
Of
S 1 9 BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. G� ;
_ FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE
BS26_ _ -1 r CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS r6'. ��.'• ��/
_ • �� �
I I Al INTO THE DESIGN.
S 19 I I 2. 3000 PSI, CONCRETE SLAB.OD
El
A 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS I � Im co Lo
RECOMMENDED.S19 I I I Lo � u) Ln Lo LI7 V% 4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER
I I I I U) m m m N m m m m = BENEATH SLAB AREA. Z
S42 5. ALL STRANDS 1/2" DIA. - 270 K. Q
L _ _ - _ _ _ _ - J L _ _ _ _ _ 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID O Vi 0) IXL1
I- - - - - - - - r - - - - - , - - - - -, - - BS43 UNLESS ACCOMPANIED BY A LETTER FROM AGTMI Lu co Z F-
1 I I I I w I I I ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q }
I I I I I I o I LOT & BLOCK, OR ADDRESS. 0 Z
IT -I I I I 11 9 I S 42 r� u) 0� - Z
I I I I I I o I 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z = ,-
I I I -- I OQ 1 DISCRETION. r Cc U O
Q 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O N 00 (p uJ W 0)
17- I I B1 I I I I I I S42 SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY r, XX r- >>
1 1 1 1 1 1 1 I I I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY t�~ O .00
O
L____-___J L_ ___J L_J L _J L-------- J 2-BS43 OWNER/GENERAL CONTRACTOR. z z Z Z 0 _0p
r--------� r-- -----� r------ --1 r-------- 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END O W I- Z zMw DJm
I I I I I I I I S42 REVERSAL IS PERMITTED. (� 2 Z W Z �F- Z
E A 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (n V o LL Q H O
I I I I I I I INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS, Z H-
1 „ ii ii „� ii „ I S42 +I ��Q� �m01¢-
9 11 I 9 6 I 10-1 I 10 6 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE Z c7°� W
I 1 I I I I I °� AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF O
17- I 1 I I I I S42 "' THE FOUNDATION AND SLOPE AWAY FROM THE ��"/��' U O0 J
L____-___J L_--_-_ _ L_J L- J @) FOUNDATION A MINIMUM OF 3"IN 6-0'. U) J
r---------I r------ --I ------ -� r--------� BS43 w Q O
I I I B 1 1 1 S42 a 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS a, m
a. ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 0
ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
1 I I I I Y I I 1 TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING t_u
I I I I I I I S42 CABLE STRESSING. LU T O O
I I I I I I I I 13. THE FOLLOWING SYMBOL INDICATES DROP IN 0) T
I I I I I I I I FOUNDATION. THE AMOUNT OF DROP AND EXACT 2 O
I I I I I I S42 LOCATION IS TO BE DETERMINED BY PLAN OR AS N
L-------- J L--------- � ------ Si- ------- -�
BS43 DIRECTED BY OWNER/CONTRACTOR. O
r--------, r---------I r------ , r--------� LL
I I I I I I S42 CL
I I I DROP I I I I I
FOUNDATION:
a o
S42 1. THICKNESS T= 4" O
w13- #4 BARS
1 '6_8" TYP. 2. BEAM WIDTH W= 10" U
L3. BEAM DEPTH D= 33" m
J L_ S42 O
— r— — —� r—------� 2-BS43 4. AREA = 2141 SQ. FT. cot a
a 1 +1 5. EST. CONCRETE = 81 YRDS. m m
F 1 I I N I v N 6. SOILS REPORT: z LL o (D
I I I 1 S23 CME TESTING AND ENGINEERING, INC. I� a� Q
Ci 11 C U) 1806 WELSH AVENUE, SUITE C a w1 o cc
cli
S23 ¢ COLLEGE STATION, TEXAS 77840 m V LE
J Ll
1 n PROJECT NO. 26116 C ^ m00
"' DATED: OCTOBER 2, 2006 o
-- --- J L ---- S23 §� a � -
N Z N in
BS24 p
O — STEEL REQUIRED. SEE DETAILS A W
CAUTION: IN THE EVENTTHATACABLE � C �
PASSES THROUGH A PLUMBING OPENING, CAUTION: VIBRATE ALL CABLE LIVE G m
MOVE CABLE TO EDGE OF OPENING. AND DEAD ENDS TO' ENSURE MAX. W W u-
CABLE SPACING CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY H
40'-�" NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLESTRANDS Q
GREATER THAN5'•d'O.C. COME TOGETHERlo/ Q W
t� BRICKLEDGE WHEN
6' APPLICABLE *BE
BAR WITH 2'-0'
,6q 3. BRICKLEDGE WHEN �r
@ 45° TYP. @
1" BRICKLEDGE WHEN APPLICABLE F 5' r LL CORNERS
�APPUCABLE SLAB STRAND 3' f CHAIR WHERE APPLICABLE�qy\CHAIRC 9 / CUSHIONi( CUSHION !?`� j SANDTYP- - _ = c - - - 2 )t� e.ICFWR]_•i Lm ^ I CUSHION.
SAND, TYP. _ •� -. ^- _
TOP OF - I POST -TENSION STRANDS m
TOP OF _ _- {i� POST -TENSION STRANDS GRADE -_ - WHEN INDICATED u¢. II"I� II'uJJ I 4 _ ° SANG, TYP. STRAND
GRADE `m- •.I WHEN INDICATED I • , i ON PLAN, TYPICAL ¢ u Z ' IrI- �- TOP OF / - - POST -TENSION STRANDS ANCHOR
%•el-- !h a O ° �_IT -/ - - •I WHEN INDICATED
Ili I ON PI -AN, -TYPICAL 2- #5 BARS - lll' CAR GRADE _
O O —I •.P �� . I ON PLAN, TYPICAL Tn
DRAPE BEAM STRAND • _ _--DRAPE BEAM STRAND O T . �' - - i I DDRAP INBEAM DICATED D
WHEN INDICATED WHEN INDICATED 'll �a
ON PLAN, TYPICAL p H \� \ ON PLAN. TYPICAL. #4 BARS 0'+ • Q• ON PLAN. TYPICAL
p M #3 SUPPORT STAKES VAPOR @ 12- O.C.
#3 SUPPORT STAKE RETARDER SEE PLAN FOR EACH WAY y p UNDISTURBED 'BS' STRAND
TYPICAL F.P. DIMENSIONS SOIL GRADE ANCHOR
DETAIL "A" DETAIL "Al " f _-FORM BOARD
2- #4 BARS VERTICALLY SLAB STRlWDS
SPACED @ 12 O.C. AS
REOUIRED PER BEAM _
DETAIL "E" M DEPTH CHAIR
NOTE: IT IS IMPORTANT TO USE TFUS DETAIL ) "' • •/
BRICKLEDGE WHEN #4 VERTICAL WHEN THERE IS A 4.OR LESS SLOPE W THE
✓ FOUNDATION FOOT PRINT AREA TO INSURE
APPLICABLE SUPPORTS @ 48' / \
THAT SETTLEMENT DOES NOT OCCUR, THE
1- #4 BACK UP BAR O C. BOTTOM OF THE PERIMETER BEAM MUST 11 ¢ Uo
,s STANDARD DEEPEN PENETRATE UNDISTURBED SOIL MIN OF 121 ?r TIEWRE
' CHAIR eale -'' BEAM DETAIL
CHAIR CHAIR
:. ` •, '.��`: y,:`,. q;r AI � CHAIR LESS THAN 54'
��'-'' / -�'♦° . SLAB STRANDS h
SLAB STRANDS SLAB RANDS m� WHERE APPLICABLE CHAIR LAYOUT
WHERE APPLICABLE I•' WHERE APPLICABLE - _ _
^••�i.QQfaa��dd{{41 °• 2- #5 BARS 1 N 44 BARS @ 12 -!
BEAM STRAND Q .I ..,J—'• r O.C.E.W. o
WHERE BEAM STRAND 1 DRAPE BEAM SLAB STRANDS
APPLICABLE WHERE DRAPE BEAM
SHEATHING CUT BACK BEHIND ANCHOR
H #3 SUPPORT STAKE t APPLICABLE ^✓ I WHEN INDICATED (CARE SHOULD BE TAKEN TO
p F'" 03 SUPPORT STAKE H VL ON PLAN. TYPICAL ENSURE SHEATHING DOES NOT
0 V� 40! CHAR I 9' PROTRUDE INTO THE ANCHOR)
o -V!" •A TT
..:......:
DETAIL "B" DETAIL I'131"
STANDARD
WOOD
BRICKLEDGE WHEN DETAIL "G" DROP DETM' BEAN
APPLICABLE GL PuEXCAVATION
a} �' aj
BRICKLEDGE WHEN BRICKLEDGE TENDON INSTALLATION
APPLICABLE WHEN APPLICABLE
✓ z 1- 14 BACK UPBAR AT STRESSING -END
/ g #4 BARS @ 12-O.C.E.W.
/ •� ^IN 8°A i•#ABACK UP BAR / r`- 1� : �•y -
!' ' CHAIR / v -SLAB STRAND
/d. CHAIR34.Y t -CHAIR POCKET
TOP OF / r% - 'p', ":.
GRADE-- SLAB STRANDS TOP OF I! j / ..r \ FORMER
/ .I' SLAB STRANDS \ p = II'`T 1G (12'MIN.) ,.
WHERE APPLICABLE GRADE) ./ SLAB STRANDS
WHERE APPLICABLE .I{ CHAIR
f / WHERE APPLICABLE O
DRAPE BEAM STRAND 2- #5 BARS
f� WHEN INDICATED �- d _� _ #4 BARS @ 12 ` •° SLAB STFIANp
\ ON PLAN. TYPICAL ='e-��- DRAPE BEAM 6' - g _ 1 O.C.E.W. 9 •. ° • CUT PLASTIC
1 ` STRAND TOP OF / 4 - •, ti. HERE
p H WHEN INDICATED GRADE J _ ' I '- DRAPE BEAM " B EAM\- WOOD
p 1' ON PLAN. TYPICAL 1 STRAND 3'-0' MAX W-BEAM STRAND EXCAVATION ` FORM
7�l I. �,
-37' n Yl O WHEN
TYPICAL L AS SPECIFIED )
�I 1� #4 FOR l = 14' OR LESS �J
W- 2- #4 FOR L - 16 TO25• COMPLETED
o ¢^aft NOTE: DETAIL "F" 3- #4 FOR L - 26• TO 35'
DETAIL C DETAIL C1 3' CAN BE STRESSING -END INSTALLATION
! BRICKLEDGE WHEN DETAIL "F" FOR DETAIL
' TU F� DETAIL "F1"
` FOR D°.
APPLICABLE
S' STRAND AS
31 �� BRICKLEDGE WHEN { f SHOWN ON PLAN 1 'MIN.
-APPLICABLE
FIXED END SHEATHING
i- # 4 BACKUP BAR I 7 ANCHOR
X.'+ CHAIR STRAND
SJ.�1:1 ,may
g �\-CUSHION O/ CHAIR p \
SAND, TYP.I.-CHAIR
TOP OFF j ° - z� POST -TENSION STRANDS �y: ' ` h • SLAB STRANDS is z : i�; \ SHEATHING
GRADE I WHEN INDICATED '^NJI ♦ I,^ SLAB STRANDS .
I" ! WHERE APPLICABLE +!
ON PLAN, TYPICAL I� WHERE APPLICABLE
I , `-'BS• STRAND AS (MIN NAIL
✓�I} STIRRUPS \- STIRRUPS = ' p p �S '� 72 �, 2 x D TYPICAL I / SHOWN ON PLAN (MIN.)
WHENSPECIFIED WHEN SPECIFIED • .� I li L WHEN(2)-BS-STRANDS ARE / FIXED -END (DEAD-END)
s FORM
�i - 'v )` _ H ;� • / DRAPE BEAM #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, - WOOo INSTALLATION
p ''✓ %' \-3• #4 BARS p -3- #4 BARS STRAND TO MAINTAIN A3° TIE 'BS' STRANDS TOGETHER TOP VIEW
TOP 8 BOTTOM. TOP 8 BOTTOM. p n YJ ON PLINDICATED
NDT F�CEADL CLEARANCE FROM THE
�1 BOTTOM OF THE BEAM AND INSTALL SIDE BY SIDE
p�55 54' MAX. SPACING AS A SINGLE'BS' STRAND.
LE INSTALL ANCHORS SIDE BY SIDE
SEE 2-Bs, nETAI.
DETAIL I'D" DETAIL "H" DETAIL"M" BEAM STRAND "BS" DETAIL STANDARD DETAILS
BUIT�DING ff PERMIT
CITY OF �COLL�EGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . . 07-00000569 Date 3/20/07
Property Address . . . . . . 904 TURTLE DOVE TRL
Property ID: 005401-0209-0030
R #•
Application type description RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . . . . . . DOVE CROSSING PH 2
Property Use . . . . . . . . RESIDENTIAL
Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation . . . . 108108
Owner
Contractor
------------------------
------------------------
CLASSIC CENTURY
HOMES
5001 HWY 287 S
BURLESON
TX 76028
(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
1638.00
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 . .
GS
Permit Fee . . . .
487.00 Plan Check Fee
.00
Issue Date . . . .
3/20/07 Valuation . .
. . 108108
Expiration Date . .
9/16/07
Qty Unit Charge
Per
Extension
BASE FEE
460.00
9.00 3.0000
I
THOU BLDG, VAL 100001-500000
27.00
---------------------------------------------------------------------------
Special Notes and Comments
ALL BRANCH CIRCUITS
THAT SUPPLY OUTLETS IN DWELLING
UNIT BEDROOMS SHALL
BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTER(S)
PROVIDE ATTIC ACCESS
OPENING (MINIMUM ROUGH -FRAMED SIZE
22"
-------------------
BUILDING DE
APPLICANT:
BUILDING PERMIT
CITY OF'COLL9GE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840 '
PHONE: (979)764-3570 FAX: (979)764-3496
Page 2
Application Number . . . . . 07-00000569 Date 3/20/07
----------------------------------------------------------------------------
Special Notes and Comments
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
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 Oy 12' _
ON NARROW WALL BRACING WHERE SPECIAL N ING PgE;�
_
BUILDING DEPT ZZEEZSENTATIVE:
APPLICANT:
BUILDINGPERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Page 3
Application Number . . . . . 07-00000569 Date 3/20/07
----------------------------------------------------------------------------
Special Notes and Comments
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
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
BUILDING DEPT REPRESENTATIVE:
APPLICANT: e 5- 7 �
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 . . . . . 07-00000569 Date
3/20/07
----------------------------------------------------------------------------
Special Notes and Comments
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 487.00 487.00 .00
.00
Plan Check Total .00 .00 .00
.00
Other Fee Total 750.00 750.00 .00
.00
Grand Total 1237.00 1237.00 .00
.00
--------------------------------------------- ----- /44004(A-0 -------------
BUILDING DEPT REPRESENTATIVE: t.
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 . . . . .
Property Address . . . . . .
Property ID:
R #•
Application type description
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . .
Application valuation . . . .
Owner
------------------------
07-00000570 Date 3/20/07
904 TURTLE DOVE TRL
005401-0209-0030
TEMP POLE
DOVE CROSSING PH 2
RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
0
Contractor
------------------------
OWNER
----------------------------------------------------------------------------
Permit . . . . .
. TEMP POLE
PERMIT
Additional desc .
. GS
Permit Fee . . .
. 20.00
Issue Date . . .
. 3/20/07
Valuation . . .
. 0
----------------------------------------------------------------------------
Other'Fees . . .
. . . . . .
TEMP ELECT
POLE CONNECT
45.00
----------------------------------------------------------------------------
Fee summary
Charged
Paid
----------
Credited
--------------------
Due
-----------------
Permit Fee Total
----------
20.00
20.00
.00
.00
Other Fee Total
45.00
45.00
.00
.00
Grand Total
65.00
65.00
.00
.00
'----------
--------
---------------
BUILDING DEPT REPRESENTATIVE: --------- -
APPLICANT: