HomeMy WebLinkAboutRES2007-02294, 07-2295!fl • 2�4
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Jan 08 08 11:00a Cch - B/cs 979 690 3823 p.6
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TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT
Pro ray Owner CLASSIC CENTURY HOMES
Location to be Treated: 909 DOVE LANDING
Approximate Measures to be Treated 2136
ercentaae of IsfM to be applied at this location: 0,06%'171 GAL.
Type of Treatment: FUII„ Par6l XX Vertical�XX
Horizontal/Perimeter Beam—XX—
Fo nub dation: SLAB 54ding: BRICK
Primary Use.- RESIDENCE Roof.• COMPOSITION
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 V010 THE WARRANTY HAS ALSO BEEN ATTACHED.
Charges for pretreat:
NOTES: Annual re-newal:
SEE ATTACHED SKETCH
BUILDERS SUPPLIES SKETCH/ PLAN
$231.22
$125.00
32129 PT 9/20/2007
Ca or Tectdne+an SPCB Hceme 0 32120 Pr
WF0956800 / 001 City of College Station
PAGE 1
REQ. DATE: 08/17/07 08/17/07 15:11:20
LOCATION: 909 DOVE LANDING AVE LOC ID: 209218
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 COMMEIJTS
(4/1/2008) Gina Southerland - Re: calling for C.O. @ b9-�ve Landing Page 1
From: Joe Garcia
To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Kim W...
Date: 4/1/2008 9:36 AM
Subject: Re: calling for C.O. @ 909 Dove Landing
THIS ONE IS OK FOR CO. JMG
>>> Gina Southerland 03/31/08 1:01 PM >>>
BP# 07-2294
Gina Southerland
CSR - Planning & Development Services
City of College Station
979-764-3570
www.cstx.00v
PREPARED 3/31/08, 8:09:00 INSPECTION TICKET PAGE 3
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/28/08
------------------------------------------------------------------------------------------------
ADDRESS 909 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3
CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369
OWNER . . PHONE
PARCEL . . 230100-0309-0340
APPL NUMBER: 07-00002294 RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01 9/21/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00
9/21/07 AP September 20, 2007 4:15:20 PM glsouth.
Slab Ground Installed
09/21/2007 11:59 AM OC PDA
form survey .
B120 01 10/08/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00
10/08/07 AP October 8, 2007 8:27:12 AM acarter.
APA FRAMING
B115 01 11/02/07 OC BLDG, FRAMING TIME: 17:00
t 11/02/07 AP November 2, 2007 11:04:39 AM kwolfe.
B130 01 11/09/07 RH BLDG, INSULATION TIME: 17:00
11/09/07 AP November 9, 2007 10:43:18 AM acarter.
B125 01 .3/28/08 BI BLDG, FINAL TIME: 17:00
'�Lwz C 1w oc_ March 28, 2008 2:23:46 PM glsouth.
------------------------------------- COMMENTS AND NOTES ------------.-
,f 1 rr► z%�cn � S ,ns�xl�ec�. �
.a
Date: 3/31 /2008
Inspection Comments for Final,
Permit Year: 7 'ermit Number: 2294
Address: 909 DOVE LANDING AVE
Type
inspection Type Code
status
Inspection Result Comments
Description
B100
BLDG, FOUNDATION-SU
IC
Slab Ground Installed
B100
BLDG, FOUNDATION-SL,
IC
09/21/2007 11:59 AM OC PDA
B100
BLDG, FOUNDATION-SLi
IC
form survey .
M110
MECH, FINAL
IC
01/07/2008 03:19 PM RH PDA
M110
MECH, FINAL
IC
Need a/c filter by building final.
P125
PLBG, FINAL I
IC
IJanuary 22, 2008 4:52:17 PM kwolfe.
Page 1
SEP-06-2007 THU 04:41 PM
S U R V E Y P L A T
P. 014
0.1 -ZzgL(
This is to certify that I have. this date, made an on the ground survey of the property
located on 909 Dove Landing Avenue in the City of College Station. Texas, described as
follows:
Lot 34, Block 9. of Dove Crossing Subdivision. Phases 3 dt 4, an addition to the City of
College Station. Brazos County, Texas, according to the map or plot therof recorded in
Volume 8130. Page 258. of the Plat Records of Brazos County, Texas.
O�h O
A,1KC
7X
NOTES:
1. IRr — IRON ROD FOUND
2. IRS — IRON ROD SET
3. Basis of Beafmg — Subject Plat
4. C.M. = CONTROLLING MONUMENT
5. —X— = WOOD FENCE
1 Ir PAM
30. 20 �4,
zr O.t A
zaa
70
n= C47aFMW
r ad.ar.d th itaoo K7uW10E free YAPS ter eA11io9 osagti TMM aw NMW F 1 4i PM Foe b ,RM a GPM Pbad Ndad Ana (Top T. H>.& M, a.b
0[-W-a00a d%.roeb Pw ao. �ewt0o®oi a wM1Ml ke w based b D.d a
F ad *& b fat AM a Umda.d and b®d a.a ai Hd sbbwm* and uo& as No"to WWW abal..ea as ar am fboia ar fed
�as�e�� gams food o cod mar am feed 1- may to bw.e..d b MW—Wd a► NftW OMML TN. Hood 5letuare dM .9 aaeb toasty
TM tram p15 0 BMW mead am axrab w�para�r� of IN PWNto a Mnnbd to m as go powd auw� .,yak b fed d .a.aMad. nw.alLd oM
d 4epaerfb Oie aalio tlia Ow ds�ba d aaae�rMod Ot q0 PWaC�_.q_bdeatid �r M. plot, ra 000aFoe mi b0a d�,�q. ad wpowe.M. as d ahowt
aMd m add pod. 1Wa m m %lam MOMMOMdy%aaddI or pnlrlab4Pw-Vwgt .� d'/a�d tAa dYbts 71m qa oaooape bMwuapi d tdedd b •
William P. Price
. ar�raaa PIWW " Land t vow Mw 3W
&NG
BUENA TIERRA GROUP' JOB N06-- 07-24"4
T SUR
VEYING • COPMUL'M1G a ilre ONJE Pr 08/23/07
400 SOUTH INDUSTRIAL BLVD., SUITE 228 (817) 354-1445 SCAMT' - W
EULESS. TEXAS 76040 (817) 354-1451 (F-) tW
DRAWN BY.
.BUILDING PERMIT
CIT'� ,'-OLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)76473570 FAX: (979)764-3496
http://bpinspect.cstx.gov
-----------------------------------------------------------------------------
Application Number . . . 07-00002294 Date 8/17/07
Application pin number . . . 147206
Property Address . . . . . . 909 DOVE LANDING AVE
Property ID: 230100-0309-0340
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 . . . . 105996
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 2136.00
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 . 519983
Permit Fee . . . . 478.00 Plan Check Fee .00
Issue Date . . . . 8/17/07 Valuation . . . . 105996
Expiration Date . . 2/13/08
Qty Unit Charge Per Extension
• BASE FEE 460.00
6.00 3.0000 THOU BLDG, VAL 100001-500000 18.00
----------------------------------------------------------------------------
Special Notes and Comments
-Engineered Bracing and Foundation
---------------------------------------------- ------ ----- -----------
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 07-00002294
Application pin number . . . 147206
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
INTERRUPTERS)
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 LOCATED IN A GARAGE
OR CARPORT SHALL BE PROTECTED FROM IMPAC BY AUTOMOBILES
BUILDING DEPT REPRESENTAT V
APPLICANT: — (�
BUILDING PERMIT
CIT':f OF 'COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
Application Number . . . . . 07-00002294
Application pin number . . . 147206
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 SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF
--------------------------------------------- ------
--- ----- - - - - --
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 07-00002294
Application pin number . . . 147206
Page 4
Date 8/17/07
Special Notes and Comments
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"
WATER TAP 3/4"
350.00
400.00
----------------------------------------------------------------------------
-----Fee -summary
--------Charged--------Paid--�--Credited 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
----------------------------------------------------------------------------
Page
5
Application Number . . . . .
07-00002294
Date
8/17/07
Application pin number . . .
----------
147206
--------------------
----------
-----------------
Permit Fee Total 478.00
478.00
.00
.00
Plan Check Total .00
.00
.00
.00
Other Fee Total 750.00
750.00
.00
.00
Grand Total 1228.00
1228.00
.00
.00
---------------------------- ✓-----�-- --- ----------
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 . . . . . 07-00002295 Date 8/17/07
Application pin number . . . 251455
Property Address . . . . . . 909 DOVE LANDING AVE
Property ID: 230100-0309-0340
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
. 519991
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
-- --------------
- ------ ---
BUILDING DEPT REPRESENTATIVE- - - - - - -------:
APPLICANT:
-- y-----------
Jun 20 07 02:04p Cch - B/cs
979 690 3823
p.2
CrTr dP Cqt x STAF�oEv
����±vaAp�r�ss•
APPLICATION FOR BUILDING PERttf►°IT LjAPPLICATICOV40
1101TEXASAVENUE
COLLEGE STATION, TX 77840 (979) 7643570 (979) 794-3496 FA)t
WW W.CSTX.GOV
ADDRESS/LOCATION: T no �l�j�E �At�i11����.� ✓
LOT 7� BLOCK �- SUBDIVISION C96S�swc� SECJPH
BUSINESS/OWNER NAME: CL.A55 (C T'L)Qy 9MG-5 PHON15:_1-960-3m -66r'
CONTRACTOR/HOMEOWNER: 04—iA55(C- 0-A)'noP t- �mas PHONE: —&]Z 2. (0 I
CONTACT PERSON FOR REVIEW COMMENTS: PHONE:12# qb- . 4
FAX: 4 '3$ EMAIL:
ELECTRICIAN:
HVAC:
PLUMBER:
GOOD CENTS (Residential only):
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ` SLAB ONLY
DUPLEX (Landscape Plans) REMODELlRENOVATION' SWIMMING POOL
TENT/CANOPY
DESCRIPTION OF WORK: _ .`5�//I166 -e-IYJf�
PROPOSED USE: I"Mi -IJA Z//D.c�
HOMEOWNER ASSOCIATIONIARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL• ycs
TEXAS ACCESSIBILITY STANDARD (TAS} P OJECT REGISTRATION# EABPtdJ_� AI/R
VALUATION: $ 166,_qq TOTAL AREA: 213rn HEATED AREA: %loyCo
(Cost dif Labor and eteeiais)
PUBLIC SEWER
E] SEPTIC/TREATMENT SYSTEM
Rr�L i(
SEWER TAP: '7
14 WATER TAP: 3TL, f r
SdE
OTHER TAP:
rm E
TEMP POLE
GARAGE TYPE: SINGLE a
ATTACHED
NUMBER OF BEDROOMS:
NUMBER OF BATHROOMS:
INTERIOR WALL TYPE:
LkMob A 5AE6TKC��
EXTERIOR WALL TYPE:
aR kC K
FOUNDATION TYPE: -�D lT
ROOF TYPE: \
0;onnPo5 rn a/�
DOUBLE a TRIPLE a
CHED CARPORT /
SIGNATURE OF APPLICANT:
'if proposed work involves new comm con n oa lacade improv entslrenova9lons loan existing
commercial property, building elevations are req ' ed.
e000esoosaeeeeeeeeeeeeeeeeeeeaee®doaaooaiooF0000eo+ooeoeooe•
Official Use Only
_/ g e-G-0
Plans Examiner
/3A�uz,,1 Access
/GAAa�Se 0JI14
Zoning Officlal
ants:
E or NO
.Eayrw �e u�i ir16,eVk Marshall+ F.J1A 4k/
Jun 20 07 02:05p
Cch - B/cs
979 690 3823
p.3
Energy Code Compliance Information
Yo 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)
Glaziyig SHGC (Solar Heat Gain Coefficient)
Glazing U-Factor
R value of ductwork
A/C SEER Rating
Protection Against Subterranean Termites
Chemical Ternuticide Treatment (Soil Treatment)
Chemical Tezmiticide Treatment (Field Applied Wood Treatment)
® Physical Barriers
Other
*Verifcatlon of Appllea ion shall be submi ed fo the City of College Stritlon
Building Department prior to issuance of the Certilc2te of Occupancy.
s
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:
BUILDING ADDRESS:
D ite
I. Foundation Requirements- Minimum City Foundation Standards
NAM
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
OK
1. One -hour rated extending to roof deck
O
E.
Header sizes indicated on plans
F.
Emergency bedroom egress
1. Exit direct to outside
2. Operable window
a. Twenty 20 inch clear width by twenty-four 24 inch clear height
b. Maximum sill height of forty-four 44 inches above finished floor
G.
Operable bathroom window required when mechanical ventilation is not provided
H.
Stud grade andspacing
I.
Exterior wall details
1. Sheathing indicated on plans for Wall Bracing
2. Moisture barrier indicated on plans
3. Exterior Wall Covering
J.
Roof framing Ian or elevation shown
`
K.
Ceiling joist size, spacing, grade and direction of span indicated on plans
L.
Attic access location and size indicated on plans
M.
Span exceeding code tables must be engineered
N.
Rafter size, spacing, roof slope & purlin bracing if required to reduces an
O.
Roof covering
P.
All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade &
location indicated on plans
Q. Tempered Glass required in all hazardous locations
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
QWOK
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:
NAr
1. Electrical fixtures & switches indicated
2. Smoke detector locations indicated as required
3. GFI circuits indicated where required
4. Arc fault protection for bedroom circuits
5. Panel location
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
VI. Plumbing Requirements
A. Pressure reducing valve required when water pressure exceeds 80 psi
N K
B. Plumbing access to bathtubs
C. Means for thermal expansion provided when required
D. Water heaters elevated 18" when installed in the garage or room directly off garage
VII. Mechanical Requirements
N
A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to
outside excludes ductless units
B. Attic installed H.V.A.C. requirements:
1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment
must be provided
2. Attic access located within 20 feet of equipment
C. Combustion air supplied for gas appliances when required)
VIII. Energy Requirements
N
A. Compliance software worksheet MECcheck submitted, or
B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc.
Zoning Ordinance Requirements — Ordinance 850
N
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
N
Does not block any water course or divert any flow
Elevation certificate needed
&OK
"APPROVED PLANS PER IRC SECTION R106.3.1."
PLANS EXAMINER
DATE
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 Blk Subdivision Address City County State
34 9 Dove Crossing 909 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
Bearing 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.
PTF0707023
f
�ROFT
...... ........:.....
AB MEDBNA ..�
;...
71612007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 E-MAIL: info@txfoundations.com
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909 DOVE LANDING AVENUE
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TX
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3) PROVIDE TEMPERED GLASS WHERE NEEDED
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Homes
ADDRESS
909 DOVE LANDING AV
LOT
34
13LK
9
SUBDIVISION
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SEE ELEVATIONS FOR
WINDOWS SIZE AND LOCATION
NOTE:
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2) ALL HEADER HEIGHTS TO BE 6-10"
UNLESS OTHERWISE NOTED
3) PROVIDE TEMPERED GLASS WHERE NEEDED
REAR ELEVATION
PLAN # 1638
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ADDRESS 909 DOVE LANDING AV
LOT 34 Century
BLK 9 Homes
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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.
1) Lighting on stair to conect from switch 9 top to
light mounted on wall & middle of stairs to switch
g bottom of stairs per sec R303.4
2) Smoke detectors will be hard wired In series
w/ battery backup power as per sec. R31-1
3) Provide 110 outlet 6 light near HVAC unit for
service with switch,
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MEMBER
TYPICAL WALL DETAILS
SIDE VIEW
NOTE:
1) Foundation anchor bolts at
60" o.c. as per 2000IRC
sec. R403.1.6
2) All Gaming and structural
design to meet 90 m.p.h.
wind criteria as per sec.
R3011.1 and table R3011(4)
2003 IRC code.
3) All lower sole plate to be
Pressure treated as per
sec. R323. All fasteners
to be hot dipped gals. steel,
stainless steel, silicon bronze
or toper only as per sec. R3233
4) Provide hand mils on all stairs/steps
with a minimum of 2 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 3/4" sec. R3141)
5) Masonry veneer anchorage of
24" horizontal and 18" vertical as SPH
per sec. R703.7.4.1 and weep holes HOT
ate maximum of 33" o.c. as per HANDRAIL 1 IM' MIN,
see. R703.7.6. ......... TO sn' MAX SW..
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Making Home 0--hip A/1'Drdoble
Area Calculator:
Add to
Library
Window
Name
Assembly Type
Y YP
Quantity
Width
x Height
Unit
= Area
Total
Area
U-Factor
SHGC
Comments/
Description
1
3'0" x 5'0"
Metal Frame, Do
4
3'-0"
5'-0"
15.00
60.00
ft2
0.650
0.340
2
3'0" x 3'0"
Metal Frame, Do
1
3'-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
TO"x 6'0"
Metal Frame, Do
1
3'-0"
6'-0"
18.00
18.00
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0.650
0.340
5
2 - 3'0" x 6'0"
mulled
Metal Frame, Do
1
6'-0"
6'-0"
36.00
36.00
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6
7
2'0" x 6'0"
2'6" x 6'0"
Metal Frame, Do
Metal Frame, Do
2
1
2'-0"
2'-6"
6'-0"
6'-0"
12.00
15.00
24.00
15.00
1 ft2
ft2
0.650
0.650
0.340
0.340
8
1'6" x 6'0"
Metal Frame, Do
2
1'-0"
6'-0"
6.00
12.00
ft2
9
3'0" x 1'6" AR TR
Metal Frame, Do
2
D = 3'-0"
3.53
7.06
ft2
0.650
0.340
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Window Area Total: 197.06
1/1
Area Calculator:
OEM;
Door
Name
Assembly Type
Comments/
Description
Tfront door
amdoor
07/05/07 16:49:18
Door Area Total: 55.56
1/1
MPSON LSTA21 OR CS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF
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6" 5 SPACES @ 4'-0" ± 3'-0" 4 SPACES @ 4'-0" ± 630LOLOdld NOTES
DIAGONAL: 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, �;.•: :�`; � i�''
N Lf)m 76'-0 7/16" ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUN D A •'• •••.�0�f , p o
Cn lr7 Ln m Ln A (n MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL WH : p :In W z o�
m Un U) N Cn cn m FOUNDATION SITE CONTAIINS FILL (MAX. T-0'), THE DEEP ; Lu :� ; Q o
S 19 =D BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. C ; 1 a w
FOR SITES WHERE FILL IS GREATER THAN T-0", PLEASE ; (j t51
BS20 + Al 1 r 1 CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS •.� ; Q ; •��
I �f"
INTO THE DESIGN. '••: : •' rn 2 w
OD i I S 19 "� 2. 3000 PSI, CONCRETE SLAB. *_ -: ; ��� w 81i 7
A 00 I I I 1 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS �� o a
Ln h m Ln I I I I W RECOMMENDED.
fn In Lo Lf) m Lf) Lf) fn Lf) 1 1 S 19 U 4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER
m m � m N� � m m I I I j a BENEATH SLAB AREA. z
S 42 - - - - - L - - 5. ALL STRANDS 1 /2" DIA. 270 IC O U) .
-- - - 8. THIS FOUNDATION DESIGN IS CONSIDERED INVALID — (n cn
BS 43 - - I r - - - - - r 1 i - - - - - i i - - - - - - - j UNLESS ACCOMPANIED BY A LETTER FROM AGTM Lu z
I I I w I I I I 1 ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q
S42 I I I I I I I LOT & BLOCK, OR ADDRESS. 00 cn z
in w I I I I I I 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS z O
I O 1 0 11 11 I I �. coD
I '9p I r— -- I I I DISCRETION. O n M V Z O
A 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. (p W -
I I I I g1 I I I �m
S42 I I I I I I I I SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY 0= r p T >> Z 0
I I I I I I I I I I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY L_ Co p g
2-BS43 L_______ - L-J L___ _J L--___-__- OWNER/GENERALCONTRACTOR. Z Z OZ Z O. cr
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S42 I r I I I I - 8. AT CONTRACTORS OPTION, LIVE END AND DEAD END O W H Z Z > m
REVERSAL IS PERMITTED.
I II II II I V=ZW zma
A I I E I I I I 1. 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (n V o w tL SO)O
S42 I I q I I i t iT INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. z Lu CD Q U m rn Q
+1 I I I I I I I „ I 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE �• CD
J Z M W
10-6' I 10-1 I 8-6 I 9-11 AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP -OF
v) I I I I I I I F— O F-- W
S42 I I I I I I THE FOUNDATION AND SLOPE AWAY FROM THE (� U O
BS43 _________, _ ___--_J L__-____-J FOUNDATIONAMINIMUMOF3"IN6-0". in -J -J
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-- ---- ------ = U.
S42 1 B I 12. VIBRATE CONCRETE @All CABLE LOCATIONS Q m
ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE O
U) I I I I I I I A ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
1 I I I I I I I TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING tri •-
S42 CABLE STRESSING. N T w0 N
I I I I I 11 I 13. THE FOLLOWING SYMBOL INDICATES DROP IN O
I I I I I I I I FOUNDATION. THE AMOUNT OF DROP AND EXACT ti
S42 I I 1 1 1 I 1 LOCATION IS TO BE DETERMINED BY PLAN OR AS O
------- - ------ L--------J L---------� N
BSA - DIRECTED BY OWNER/CONTRACTOR. IIo
r------- r-- -----� r--------� r--------�
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S42 I I I I I I L1
1 DROP Ll, b 1 1 DROP 11 1 FOUNDATION: o
S42 I I 3- #4 BARSI I IJ 1. THICKNESS T= 4" O
TYP 1 1 a
I II i 1 1 1 2. BEAM WIDTH W= 10" U
I II o S42 I _ -_ 1 I I I _- I I - - I 3. BEAM DEPTH D= 33" m
O
_J L__ _ --- __J _J L _ --J 4. AREA = 2141 SO. FT. 8
2-BS43 r------ -,-_ ------ -� ----- 1 m N
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I 1 I 5. EST. CONCRETE = 81 YRDS. II
NI I g I I I A 6. SOILS REPORT: m D z
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-v S23 cn I I F CME TESTING AND ENGINEERING, INC. a Q
U) C 1 I I 1 C 1806 WELSH AVENUE, SUITE C O
a S23 - I COLLEGE STATION, TEXAS 77840 m J
n- I I I I PROJECT NO. 26116 J W E
DATED: OCTOBER 2, 2006 rn Q o,
S23 ---- _j L ---- --� z a
BS24 `° ° 1p
co _c � n NUa
A O —STEEL REQUIRE=DETAILS CAUTION: IN THE EVENT THATACABLE CW �' °�',
PASSES THROUGH A PLUMBING OPENING, CAUTION: VIBRATE ALL CABLE LIVE C tl m
MOVE CABLE TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. viW LU 40���� CABLE SPACING CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY F-
NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLESTRANDS W
GREATER THAN V0O.C. COME TOGETHER