HomeMy WebLinkAboutRES2006-03540, 06-3541Ob•3os'10
Ott�3g41 �
9
I
JAN-21-2009 12:55 From:9797744736 To:7643496 Pa9e:2,3
TEXAS SPCB TERMITE TREATMENT" DISCLOSURE DOCUMENT
ProRady r: CLASSIC CENTIJRYWOMES '
O
Location_t9 be Treated: 2447 NEWARK4M. r
ApproxLate Measures to be Treated: 3128
Percentage_of Termticide(sl to,6e app ad, at this location: Q_Q aoavG,ei��
Type of TroAment; Emil ____ Partial _ XX Vertical XX
NorizontaUF�®rimeter Beam XX
Foundation: SLAB , 'ding;,BRICK —
PjrlMaty Use: RESIDENCE Roof: COMPOSITION
• • • 1 : . 1 = 4 • f • - 1T.1 : • • :. • it • • It = 1
A I AOEL FOR ANY OTHER PEST ICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF 1}118 OOCUINNT WARRANTY INFORMATION (IF ANY)
INCLUDING, AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE 08LICATIONS OF THE PEST CONMOL DPERATpR 70 n-
TRCAT FOR TERMITE INFE9YAI'I0148 OR REPAIR DAMAGE CAUSED SY TERbUTE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDIT►ON$'I'HAF
COULD 09VELOP AS A RESULT OF THE OWNERS ACTION OR INACTION THAT WOULD VOID ME WARRANTY HAS ALSO OEEN ATTACHED.
Charges for pre -treat:
NOTES: Annual re-newal:
$338.61
a
9 a-36q 32129 PT
Ca at Tochbwkn SM 11cum 0
1/11/2007
U129 PT
Terry Boriskie C%0 Issues
From:
Terry Boriskie
To:
fredburris
Date:
12/29/2008 12:56 pm
Subject:
C/O Issues
Fred,
I am trying to clear up items that have been sitting out there for a while and are simple to get done in
order to issue a C/O.
The following addresses need Proof of Termite Forms:
2447 Newark
2461 A1ewaf1.TR
et�ay-
200 Passendale
*2447 Newark also has a Handrail issue on the back patio steps to be resolved.
Thanks,
Terry Boriskie
City of College Station
Residential Plans Examiner
Ofc.979-764-3744 Fax 979-764-3496
"Home of Texas A&M University"
WF0864099 / 001 City of College Station 2 PAGE 1
REQ. DATE: 01/08/07 01/08/07 10:33:54
LOCATION: 2447 NEWARK CIR LOC ID: 200980
REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN
REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT
TEMP POLE PASSED
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 01/08/07 SCHED COMPLETION: 01/08/07
********************************************************************************
JOB ORDER RESULT COMMENTS
Date: 12/8/2008
Inspection Comments for Finah
Permit Year: 6 permit Number: 354C
Address: 2447 NEWARK CIR
Type
Inspection Type Code
Description
status
Inspection Result Comments
B100
BLDG, FOUNDATION-SL,
IC
January 16, 2007 10:25:15 AM kwolfe.
B100
BLDG, FOUNDATION-SLi
IC
Fred called and cancelled - will call back in
B100
BLDG, FOUNDATION -SLR
IC
Strings On Setbacks O.K.
B100
BLDG, FOUNDATION -SLR
IC
Slab Ground Installed
13115
BLDG, FRAMING
IC
02/27/2007 11:42 AM RH PDA
13115
BLDG, FRAMING
IC
Need anchors at back door and splices. Add nails to 2x4's
13115
BLDG, FRAMING
IC
on vaulted ceiling in master and front right bedroom. By
6115
BLDG, FRAMING
IC
insulation inspection.
Page 1
PREPARED 12/08/08, 12:03:20 INSPECTION TICKET PAGE 1
City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/08/08
------------------------------------------------------------------------------------------------
ADDRESS 2447 NEWARK CIR SUBDIV: CASTLEGATE SEC 5 PH 1
CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369
OWNER GREENS PRAIRIE INVESTORS LTD PHONE
PARCEL 184200-1502-0020
APPL NUMBER: 06-00003540 RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01 1/16/07 BI BLDG, FOUNDATION -SLAB TIME: 17:00
1/16/07 CA January 12, 2007 4:22:03 PM kwolfe.
January 16, 2007 10:25:15 AM kwolfe.
Fred called and cancelled - will call back in
B100 02 1/23/07 JGM BLDG, FOUNDATION -SLAB TIME: 17:00
1/23/07 AP January 23, 2007 11:20:01 AM kwolfe.
Strings On Setbacks O.K.
Slab Ground Installed
B115 01 2/27/07 RH BLDG, FRAMING TIME: 17:00
2/27/07 AE February 26, 2007 4:46:40 PM ncochran.
02/27/2007 11:42 AM RH PDA
Need anchors at back door and splices. Add nails to 2x4's..
on vaulted ceiling in master and front right bedroom. By
insulation inspection.
B130 01 3/02/07 OC BLDG, INSULATION TIME: 17:00
AP March 2, 2007 10:10:30 AM kwolfe.
B125 01 12/08/08 BI BLDG, FINAL TIME: 17:00
December 8, 2008 10:51:14 AM ccourt.
-------------------------------------- COMMENTS AND NOTES --------------------------------------
C O ��: h+ -1 t o 1 h�-c`c aa`{
0
Terry Boriskie - 108 Roucourt and 2447 Newark Cir. 1�
From: Terry Boriskie
To: fredburris
Date: 12 10/2008 2:08 pm
Subject: W13c and 2447 Newark Cir.
a ess ter ite s/47 a s ee s an a ' teps
Thanks,
Terry Boriskie
City of College Station
Residential Plans Examiner
Ofc. 979-764-3744 Fax 979-764-3496
"Home of Texas A&M University"
VN
RIv
WF0855618 /
001 City of College
Station
�_
PAGE 1
REQ. DATE:
12/08/06
12/08/06
15:23:28
LOCATION:
2447 NEWARK CIR
LOC ID:
200980
REQUESTOR:
CLASSIC CENTURY HOMES
ORIGIN:
CUSTOMER -WALK IN
REQ. USER:
GLSOUTH AUTH. USER:
GLSOUTH
WORK TYPE:
ROUT
SWR 4"
WTR 3/411
********************************************************************************
TASK:
SET UP NEW UTILITY ACCT
SET
READY
SCHED START:
12/08/06 SCHED
COMPLETION:
12/08/06
********************************************************************************
JOB ORDER RESULT COMMENTS
-• APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
Cf"fi'()I'+` f)I.LLc.l S'Ifi't'fC7A' (979) 764-3570 (979) 764-3496 FAX
('Lrnwrt�aL&arlxysm..ca;y�wa WWW.CSTX.GOV
DATE: i FRCQ REC+
�j
APPLICATION # V lY 1 V OIL_
TEMP POLE # t U — 550
ADDRESS/LOCATION: --Jr1 K— r\�
LOT __jI , LOCK _ Z_ SUBDIVISION � G,. L7_ i�T�: __/ SEC/PH . _._,.
BUSINESS/OWNER NAME: L.A`- 1� :6 _ _�iAi✓ S PHONE: L-=:a80
CONTRACTOR/HOMEOWNER: CtL-A4 5� � PHONE: ?3 t,��9
CONTRACTOR ADDRESS::IRA 1 l -iwta !�
ELECTRICIAN:
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 REMODEURENOVATION- SWIMMING POOL
Required)
DESCRIPTION OF WORK: ,.J.��y
STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL:
TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ 1yt/I
VA UATrON: S �Io" . _ TOTAL AREA: �3 HEATED AREA: ` 2(,o
(cost of Laor and Materials)
PUBLIC SEWER
SEPTiclTREATMENT SYSTEM
!/ 11
SEWER TAP: T
3s Est
WATER TAP:
SIZE
❑ THER TAP:
SIZE
TEMP POLE
GARAGE TYPE: SINGLE
ATTACHED
NUMBER OF BEDROOMS: t_
NUMBER OF BATHROOMS:
-
INTERIOR WALL TYPE.'I�(}
EXTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
DOUBLE TRIPLE
DETACHED ❑ CARPORT
SIGNATURE OF APPLICANT: ' "
'1f proposed work involves new com erci constr 'ion or facade improvements/renovations to an existing
commercial property, building elevations are require .
�. Official Use Only ments:
Ze�-0 YCor NO
Plans Examiner Zoning Official
6og 090-col 4 P,i vo(, OA)
EEzergy Core Compliance Informadoh
°/a Glazing of exterior walls
Insulation R value of extenor -walls ! `
Insulation fit. value of ceiling l (flat areas)
insulation R value of ceiling 2 (vaulted areas/no attic) `" F>�TT
Glazing SHGC
Glazing U-Factor
value of ductwork
R al T_
AJC SEER. Rating . ,L
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:
��-35 �{� /I-z8 -06
BUILDING ADDRESS: , r
cg� %
I. Foundation Requirements
NA/OK
A.
Concrete minimum fc of 3000 PSI
B.
Minimum four 4 inch slab thickness
C.
Vapor barrier 6 mil. 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' Ion
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
NA/OK
II. Framing: Floor, Wall, Ceiling and Roof Requirements
NA/OK
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
NA/OK
1. One -hour rated extending to roof deck
NA/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 hei ht 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. Exterior wall covering indicated on plans
2. Sheathing indicated on plans
3. Moisture barrier indicated on plans
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.
N.
O.
P.
Span exceeding code tables must be engineered
Rafter size and spacing and purlin bracing indicated.
Roof covering used.
Indicate Wall Bracing Used for Lateral Bracing
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
II. Framing: Floor, Wall, Ceiling and Roof Requirements continued
NA/OK
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
S.
T.
18" Overhang allowed on zero lot line construction, perforated soffit allowed.
Protected openings on walls < three feet from property line
NA/OK
III. Stairway Requirements
NA/OK
A.
Stairway Details
1. Maximum riser height 7-3/4 inches
2. Minimum tread width 10 inches
3. Stairway risers are uniform 3/8" diff. max.
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 above handrail
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 four 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)
NA/OK
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 extend at least three (3) feet higher than the highest point where it
projects through the roof of a building & at least two (2) feet higher than any portion of the
building within ten (10) feet horizontal
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
V. Electrical Service Requirements
NA/OK
A. Electrical plan to include:
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
VI. Plumbing Requirements
NA/OK
A. Pressure reducing valve required when water pressure exceeds 80 psi
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/OK
A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to
outside excludes ductless units
B. Attic installed H.V.A.C. requirements:
1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment
must be provided
2. Attic access located within 20 feet of equipment
C. Combustion air supplied for gas appliances when required)
VIII. Energy Requirements
NA/OK
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/OK
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
NA/OK
Maximum drive width for residence is 25' combined for circular 12' minimum
Minimum 20 feet from driveway to side(intersecting) street
Driveway access to lesser street for corner lots
Subdivision Regulations — Ordinance 690
NA/OK
Approved subdivision
Plat filed
Flood lain Regulations — Ordinance 1301
NA/OK
Does not block any water course or divert any flow
Elevation certificate needed
NA/OK
PLANS EXAMINER
DATE
0
Engineering LLC
October 11, 2006
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 Blk Subdivision Address c1tv County State
2 2 Castle Gate 2447 Newark Circle College Station Brazos TX
A site specific soils report was not provided. The foundation has been designed based on the following soils
conditions.
Soils Laboratory
Brazos County USDA Soils Survey
Allowable
Bearing Pressure P.I.
1200 psf 36
The foundation design is in accordance with the applicable provisions of the International Building Code
2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post -
Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the
Building Research Advisory Board (GRAB) Publication 33, and accepted engineering practice.
If.you have any questions, please call me at 972-878-3647.
u
PTF1006046
Sincerely,
i
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 - E-MAIL: info@txfoundations.com
70.00'
------
10' P.U.E
M
---------------
r- - -
- - - - - - - - - - - - -
i
ONE STORY
SINGLE FAMILY
a
BRICK RESIDENCE a
pq
PLAN # 2476 m
W
W
M
�
7'-7"
54'-10" 7'-7"
i
18' CONC. i
DRIVEWAY
25'-0"
L-
-
- - - - - - J
0 14'-0"
0
N
'- - -- -- --
5P.U.E
70.00'
2447 NEWARK CIRCLE
LOT 2 BLOCK 2
SECTION 5, _PHASE I
CASTLE GATE
COLLEGE STATION, BRAZOS CO.
TX
L
L
UUUBLb--
ROWLOCK
TO SURROUND WINDOWS
W/6' x TAR TR AR TR MULLED
PLAN # 2476
latsic
ADDRESS 2447 NEWARK CR
LOT 2 Century
BLK 2 Homes
SUBDIVISION CASTLE GATE Miliy Haw D.. oAQa laMi
LL -
W/6'xTAR TR
BRICK QUOINS
W V PROJECTION
NOTE:
1) SHADED WALLS TO 2" x ro" FOR PLUMBING 2) ALL HEADER HEIGHTS TO BE
6'10" UNLESS OTHERWISE NOTED
3) I=ROVlr->E TEMPERED GLASS WHERE NEEDED
.
54' 10"
I
3- 0" 15- 6" L 3' 0" L
14- 3" L2'6" L
5' 5 1/32"
2' 2" 8' 11 31/32"
3- (r 6-0-
L
I
3'0-x5'0*
3'Tx6'0*
...
.3�'V.50-
----
------------ ----- -----------
E
REkkiiX§t
.....
0-1
...u...
.................................
.
--------------------------------
O
3 9"
L
3*0*.6'0" TC1.61
8'- IO'CLG
KITCHEN
C14
MSTR SUITE
ENGIce
8'- 10'CLG
tia
:10'8" 6' 7" 3-8"
....
........
FAMILY
')
IO'CLG
2- 10"[
TV 41711
3' 0. PLANT SH @ 8'6"
19.51.
14' 6"
DINING
I zu
co
ART
EN
NICHE PLANT SHELVES @ 8'6'
RCH
:T
v
--
04.
BDRM 2
8'CLG
-----------
-
--
a
CD
b
b 3'
7"
13- 9"
b"
7' ;10"
6' 4"
6'9"
- - - - - - J
T(r
LINEN
70'
;X N
6 E
IR
Y10
00
GAMEROOM
zo:
CLG
7' 2"
-
4-2
re
8'- 10'CLG
DRM 41
STUDY
BDRM 3
3-1
8'CLG
8'CLG
iA
re
4'
rl.
12-9" N
WH
iA
UTIL.
ih
..........
AC EBB -
----I I
i
-
F OR
SEE ELEvATIONS
1'6'.
WINDOWS SIZE AVE)
LOCATION
GM
C"i
5'5"
10.01.
13- 4"
4' 7"
co
04
GARAGE
8'CLG
FOOTAGE
At
r-
15'5"
17' 11
c)
N
b - 04
LIVING 2476 CN
GARAGE 512
PORCH 15
TOTAL 3003
PLAN ft
2476
lassie R
omq
EMN 1
ADDRESS
2447 NEWARK CR
Centay
LOT
2
13LK
12
S=N I
CASTLE GATE
8'0" 13-6"
21- 6" I 33'4"
54' 10"
LtIr i tLE V A ION
PLAN P
76
Aoaxess 2447 NEWARK CR
LOT Centli�
aLK H® es
�BDOVISION ASTLE GATE
NOTE: ALL SIDING
TEMPLE HARDBOARD
a
a
00
00
Its at
00 IRC
.ural
m.p.h.
sec.
:301.2(4)
to be
per
ners
gale. steel,
....an 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 1 3/4" sec. R314.2)
5) Masonry veneer anchorage of
24" horizontal and V vertical as
per sec. R1O3.1.4.1 and weep holes
at a maximum of 33" o.c. as per
sec. R1O3.1.6.
-----------------------------------------------------------------------------------------------------------..........................
8' CLG
Q9..........................
BREAKFAST' p �g
� � F
8 10 CLG
MSTR SUITE
8' 10' CLG
N KITCHEN
v
3 FAMILY •�
10' CLG '°
BLK & WIRE " O
FOR FAN ONLY ' B
PLANT SHELVES @ 8'6^ i
Y G�
DIIQING
ART PLANT SHELVES @ 8'6" di
NICHE
BDRM 2
.H 11 8' CLG
VL
BLKIRE
GAMEROOM ,q� FOR FFOR ONLY
Y
V
8' - 10' CLG :: L=,ENT RY
¢. --_ -- 1Q' CLG
" BDRM 4
BLK & WIRE
FOR FAN ONLY '
®BDRM 3
BLK & WIRE 8' CLG 8' CL6
FOR FAN ONLY ........
en
.ass
GARAGE
8' CLG �r11
PLAN k 2476 ELECTRICAL
ADDRESS
LOT
BLK
SUBDIVISION
BLK& WIRE
FOR FAN ONLY
UPLIGHTS ....... '.
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.
Electrical
ALL EXTERIOR LIGHTS Celli Mg fan spotlights I
RAN TO TIMER IN GARAGE
COACH LIGHTS
Iassic
Century
Homes
JWiu It—, e^nr/.A%p w,d N,
_n -
Kim
11
rluorescent fixture
0
pot light
e e o o e
vanity bar light
®
fan
¢
Ilght
outlet
�b
outlet 220v
outlet Sri
e
smoke detector
$
switch
$
switch 3 way
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AT AIR FLOW IS NOT I (OVERRAN
SHINGLES a<_
1/2" PLYWOOD SHEATHING
c/W 'H' CLIPS
2"X6' RAFTERS c 24" o.C.
BATT INSULATION
NUOUS AIR VENT BAFFLES
C. ROOF PI'
T RIDGE TO BE INSTALLED
CTED
DECKING MAX.
WOOD FASCIA _ �P
MIN.
CONTI
-24' 0.
END A
50 TH
SOFFIT MATERIAL
TYPICAL BRICK EXTERIOR WALL
FACE BRICK
1' AIR SPACE
in. SHEATHING
2"x4' STUDS o 16" o.c.
BATT INSULATION CITY OF LOCKHART
1/2' 5HEETROCK TYPICAL ROOF OVERHANG DETAIL
SMGIF4
CTMTMIIDUsuR VENTEWAU3FD 30 OU• R.
ENDS AT RiMiE.10 BE iNRAl1iIUT
uR ILON'6 NOT RFJIIII('rFD
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MEMBERr—
TYPICAL WALL DETAILS
SIDE VIEW
NOTE:
1) Foundation anchor bolts at
60" o.e, as per 2000 IRC
sec. R403.1.6
2) All framing and structural
design to meet 90 m.p.h.
wind criteria as per sm.
R301.2.I and table R301.2(4)
2003 IRC code.
3) All lower sole plate to be
Pressure treated as per
sec. R323. All fasteners
to be hot dipped galy. steel,
stainless steel, silicon bronze
or toper 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" sec. R314.2)
5) Masonry veneer anchorage of
24" horizontal and 18' vertical as Spit
per sec. R703.7A.I and weep holes No
at a maximum of 33" o.c. as per O-DUO. 1 W MIN.
sec.R703.7.6. :o:La•MAXSI]F. """""""""
-----------------------------'
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x
UNDER STAIR STRINGERS
a
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HANDRAIL Q 34"-38" MAX.
FIRST FLOOR
CHIMNEY
214" 101011 MIN.
CAP Z
2X4 BAND _
I 1 O
2X4 FRAMING
MEMBER
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Area Calculator:
1
2
Add to
Library
Window
Name
TO" x 5'0"
2'6" X 5'0"
Assembly Type
Y YP
Metal Frame, Do
Metal Frame, Do
Quantity
6
2
Width
3'-0"
2'-0"
xHeight
5'-0"
5'-0"
Unit
= Area
15.00
10.00
Total
Area
90.00
20.00
ft2
ft2
U-Factor
0.650
SHGC
0.340
Comments/
Description
3
2'0" x 6'0"
Metal Frame, Do
3
2'-0"
6'-0"
12.00
36.00
ft2
4
TO" x TO"
Metal Frame, Do
1
T-0"
T-0"
9.00
9.00
ft2
5
70" x 4'0" fixed
-x
Metal Frame, Do
1
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4'-0"
16.001
16.00
ft2
0.650
0.340
6
2 - 3'0" 6'0'
mulled
Metal Frame, Do
3
6'-0"
6'-0"
36.00
108.00
ft2
7
8
Tx 1'6" AR TR
2 - 3'0" x 5'0"
mulled
Metal Frame, Do
Metal Frame, Do
1
2
D = T-0"
6'-0" 1 57
3.53
30.00
3.53
60.00
ft2
ft2
0.650
0.650
0.340
0.340
9
6'0" x 3'0" AR TR
Metal Frame, Do
2
6'-0"
T-0"
18.00
36.00
ft2
10
11
3'0" x 6'0"
Metal Frame, Do
1
T-0"
6'-0"
18.00
18.00
ft2
0.650
0.340
12
13
14
15
16
17
18
19
20
10/10/06 10:31:16
Window Area Total: 396.53
1/1
Area Calculator:
Door
Name
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Assembly Type
0
ME
=0
Comments/
Description
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Door Area Total: 55.56
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g• - - 5 SPACES @ 4'-1° t 4 SPACES @ 4'-1 ° t 4 SPACES @ 4!-T t
0- STEEL REQUIRED. SEE DETAILS
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION,
ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A
MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN
FOUNDATION SITE CONTAIINS FILL (MAX. V-01, THE DEEPEN
BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS.
FOR SITES WHERE FILL IS GREATER THAN 3'-0°, PLEASE
CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS "';Z
INTO THE DESIGN.
2. 3000 PSI, CONCRETE SLAB.
3. 4"OF CUSHION SAND UNDER CONCRETE SLAB IS
RECOMMENDED.
4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER
BENEATH SLAB AREA.
5. ALL STRANDS 1/2° DIA. - 270 K.
6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID
UNLESS ACCOMPANIED BY A LETTER FROM AGTM
ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC
LOT & BLOCK, OR ADDRESS.
7. PLANS CAN BE REVERSED ON LOT AT BUILDERS
DISCRETION.
8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY.
SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY
ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY
OWNER/GENERAL CONTRACTOR.
9. AT CONTRACTORS OPTION, LIVE END AND DEAD END
REVERSAL IS PERMITTED.
10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE
INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS.
M
E, DRAINAGE, DRAINAGE. THE FINAL GRADE
FOUNDATION SHALL BE 8^ BELOW THE TOP OF
TION AND SLOPE AWAY FROM THE
A MINIMUM OF TIN 5'-0^.
12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS
ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE
ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
TO INSURE THAT A °BLOW-OUT,° DOES NOT OCCUR DURING
CABLE STRESSING.
13. THE FOLLOWING SYMBOL INDICATES DROP IN
FOUNDATION. THE AMOUNT OF DROP AND EXACT o
LOCATION IS TO BE DETERMINED BY PLAN OR AS c
DIRECTED BY OWNER/CONTRACTOR.
FOUNDATION:
1. THICKNESS
T= 4"
2. BEAM WIDTH
W= 10"
3. BEAM DEPTH
D= 28"
4. AREA
= 3128 SQ. FT
5. EST. CONCRETE
= 94 YRDS.
N THE EVENT THAT A CABLEUGH
A PLUMBING OPENING, CAUTION: VIBRAE
TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX.NG
CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY
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WHEN APPLICABLE WHEN INDICATED WHERE APPLICABLE
7N ON PLAN, TYPICAL TOP VIEW
— —_ # 3 REBAR WITH 2'-U"
�'_c. BRICKLEDGE POST TENSION STRANDS 1�a BENT @ 45° TYP Q
WHEN APPLICABLE WHEN INDICATED
�� ALL CORNERS
ON PLAN, TYPICAL
µ NOTE: IT IS IMPORTANT TO
O a
o CUSHION a F USE THIS DETAIL WHEN
CHAIR SAND, TYP. o � CHAIR m - "' THERE IS A 4' OR LESS
!� !. �y� ;.ty3 �' to
a SLOPE IN THE FOUNDATION
FOOT PRINT AREA. TO
#4 BARS
° DRAPE BEAM STRAND VAPOR g 4 CHAIR INSURE THAT SETTLEMENT FORM BOARD SLAB 6°
2• #5 BARS WHEN INDICATED g 12° O.C. b #4 HAIRPIN STRAND
CWHEN Al DETAIL ON PLAN, TYPICAL RETARDER SEE PLAN FOR EACH WAY `� -' ` BEAM DOES NOT OCCUR, THE
TYPICAL F P D ENS ONS S� STRAND 2' X 3" X 2' g" "S°STRAND
BOTTOM OF THE PERIMETER ANCHOR
SPECIFIED "a
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WHEN Bt DETAIL SEE PLAN VARIED�N.
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DETAIL "Bo BRICK ON PLAN, TYPICAL WHEN APPLICABLE #4 BARS p 12" O.C.E.W.
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SHEATHING CABLE IS 3/4°
CHAIR 20d NAIL AWAY FROM
° DRAPE BEAM STRAND DROPPED BRICKLEDGE
1 MIN. FORM BOARD FORM BOARD.
2- #5 BARS WHEN INDICATED SLAB STRANDS
HEN C1 DETAIL ON PLAN, TYPICAL E P DRAPE BEAM STRAND
IS SPECIFIED WHEN INDICATED FORM CARD
ON PLAN, TYPICAL
°S" STRAND AS HAIR
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CHAIR STIRRUPS TO MAINTAIN A 3°
WHEN SPECIFIED CLIARANCE FROM THE SPECIFIED IN THE BEAM,
TIE
STIRRUPS BOTTOM OF THE BEAM ANDINSTALLLTOGETHER
SIDEL S DE BY D=1 TOR LESS
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3- #4 BARS TOP WHEN SPECIFIED 3- #4 BARS TOP 54" MAX SP,4CING AS A SINGLE °BS" STRAND.
AND BOTTOM W AND BOTTOM W INSTALL ANCHORS SIDE BY SIDE
SEE °2-BS° DETAIL
1:6 SLOPE
DETAIL I'D" DETAIL "H" BEAM STRAND "BS" DETAIL
STANDARD DROP DETAIL
11
5'-0" MIN.
LESS THAN 23-0"
5'-O" MIN.
REAR
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LESS THAN 25-0"
7&-9'
LEFT
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0
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3" GRID PATTERN 8d
COMMON NAILS TO
HEADER
TOP PLATE TO
HEADER - 2 ROWS OF
18d SINKERS, 3-O.C.
3 O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
AND BEHIND THE
STHD10 HOLDDOWN
MIN. 3/8" WOOD STRUCTURAL
PANEL SHEATHING (SINGLE
SIDED FOR 1 STORY.)
EDGE NAIL 8D COMMON,
all O.C. 0 STORY)
FIELD NAIL
8D COMMON, 12" O.C.
2 - 2' ANCHOR BOLTS
EMBEDDED 7" MIN. (1 STORY)
1800 LB HOLDOWN "
3 BOTTOM PLATE
TYPICAL
FRONT VIEW
SIMPSON LSTA21 OR CS20 (ATTACH
L24"MIN.1, TO FRAMING ON OPPOSITE SIDES OF
SHEATHING) TYPICAL BOTH SIDES
r-OF OPENING.
ILI1- 5/8" ANCHOR BOLT
EMBEDDED 7" MIN.
TYPICAL
HEADER CLEAR
SPAN ACROSS
2- SIMPSON STHD14
EACH SIDE - TYPICAL
1-ST0RY - 24"MIN.
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
CALTERNATE
1 STORY- 2' 8" MIN_ )
TYPICAL BOTH SIDES
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,
8" O.C. (1 STORY)
FIELD NAIL
8D COMMON, 12" O.C.
d
milm''m
0 I
2 - z' ANCHOR BOLTS
EMBEDDED 7" MIN. (1 STORY)
U4
EMBEDDED IN CONCRETE 1 11211
@ SLAB POUR - TYPICAL
TYPICAL BOTH SIDES
r -STORY = 2'=8'"MIN
'it
Nov 28 06 04:29p Tony Medina
(972) 875-1398
p.2
neering, LLC
2UU6
Attn: Terry
City of College Station
Inspection Department/Plan Review
Subject: Classic Century Homes Brace Wall Panel Design
Calculations for the following addresses:
1. 2441 Newark Circle
2. 2443 Newark Circle
3. 2447 Newark Circle
4. 2449 Newark Circle
401 S. CLAY STREET
In all of the above plans, one or more of the Code 8 prescriptive methods were used. For these
methods, calculations were not performed. Calculations are herein provided for the alternate
braced wall panels used. The following lists the address and the alternate braced wall panels
designated by panel width.
Address
2441 Newark Circle
2443 Newark Circle
2447 Newark Circle
2449 Newark Circle
Alternate Panel -Width
16"
16" and 2'8"
24" and 2' 8"
16" and 2' 8"
For the above addresses there are 3 types of brace wall panels, 16", 24" and 2'8".
The attached calculations are from a Brace Wall Panel Computer Program provided by Simpson
Strong ties. Although the panels specified on the plans are not Sinv.. gn wall, the theory, Ioads
and calculations are the same for a given width.
Please call if you have any questions.
Sincerely, r. A Oi VIEDINA
�# �'D�Q/STEctiG� r
U�
A.G. (Tony) Medina
Registered Professional Engineer
P.S. The computer program references the IBC, as per the attached. The brace wall panels
design are typical for both the IRC and the IBC.
PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 • E-MAIL: info@txroundations.com
TX 75119
.1
Nov 28 06 04:29p Tony Medina
(972) 875-1398 p.3
L2441ewark circle
ine 1
Design Criteria:
" IBC 2003
* 2500 psi concrete
* Design V Aso - 800 lbs wind
* Alternate Basic or Basic Load combination
selected wall solution:
Model (TypeUJH IT Shear uplift ISill A.B. End A.B.
sw16x8x4 IlwoodI90" I4" IDeosiln
400 lb 12179 lb jAxiallLoad
1000 lb I2 - S/8" 12-SSTBz8
Actual Shear & Drift Distribution:
Model JAllow. v ID allow Ik IRR Iv dist check D actual
sw16x8x4 1245 lb 0.42" 2964 I0.50 400 lb 400 <- 1245 - YES I0.135"
.Sw16x8x4. 11245 lb 10.42" 12964 10.50 400 lb Ishear
400 <= 1245 = YES 10.135"
2 - sw16x8x4 are OK along the same wall line
Le end for Shear & Drift Distribution:
Allow. V = Maximum allowable shear
D allow m Drift at maximum allowable shear
k = stiffness = Maximum allowable shear / Drift at maximum allowable shear
RR - relative stiffness - k / sum k
v dist Distributed Design shear = Design shear x RR
shear check verifies that the distributed shear is less than the allowable shear
D actual = Drift at the distributed design shear
Notes:
* see current catalog for SSTB allowable loads and installation.
* using actual wall ht dimension (H), specify proper concrete curb height to attain overall
header rough opening height above slab.
* Allowable shears for 7 ft wood garage portal walls assume double portal values for an even
number of wall segments. when the total number of wall segments is an odd number, one wall is
assumed to have a single portal shear load capacity.
uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall
is not considered. see Allowable vertical Loads at:
www.strongtie.com/products/strongwall/allowable_vertical.html
Disclaimer:
It is the designer's responsibility to verify product suitability under applicable building codes.
in order to verify code listed applications please refer to the appropriate
product code reports at www.strongtie.com or contact Simpson Strong -Tie Co., Inc. at
1-800-999-5099.
NO
stioer t o F 4
br
i Nov 28 06 04:29p Tony Medina
(972) 875-1398 p.4
2443 Newark circle
Wall
Line 1
Design criteria:
* Isc 2003
* 2500 psi concrete
* Design v ASD - 800 lbs wind
* Alternate Basic or Basic Load combination
selected wall solution:
Model Type IW 1H T IDesign shearluplift (Axial Load Isill A.B. (End A.B.
SW22x8x4 wood I22" 190" =4" 1800 lb 12367 lb 11000 lb 12 - 5/8" 12-SSTS28
shear & Drift values:
model [Allow. v ID actual shear check
SW22x8x4' 11995 lb 10.179" 1800 <- 199S = YES
1 - sw22x8x4 is OK
Legend:
Allow. V = Maximum allowable shear
o allow Drift at maximum allowable shear
shear check verifies that Design v ASO is less than the allowable shear
Notes:
* see current catalog for SSTB allowable loads and installation.
* using actual wall ht dimension (H), specify proper concrete curb height to attain overall
header rough opening height above slab.
* Allowable shears for 7 ft wood garage portal walls assume double portal values for an even
number of wall segments. when the total number of wall segments is an odd number, one wall is
assumed to have a single portal shear load capacity.
uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall
is not considered. see Allowable vertical Loads at:
www.strongtie.com/products/strongwall/allowable_vertical.html
Disclaimer:
It is the designer's responsibility to verify product suitability under applicable building codes.
In order to verify code listed applications please refer to the appropriate
product code reports at www.strongtie.com or contact Simpson strong -Tie co., Inc. at
1-800-999-5099.
j('11 P-� 144t �W,4,-Vk
-TAtc.o., 116-- FD(L- 21-6 it., kw�)
tA-
5 A61K- Z o� 4
i
Nov 28 06 04:30p Tony Medina
(972) 875-1398
p.5
�447 Newark Circle
Wall Line 1
Design Criteria:
* IBC 2003
* 2500 psi concrete
* Design v Aso - 800 lbs wind
" Alternate Basic or Basic Load combination
selected wall solution:
model SW22x8x4 1wood 122,' 190" 14" I800Design
lb shear12367flb
shear & Drift values:
Model Allow. v ID actual Ishear check
SW22x8x4 11995 lb 10.179" 1800 <= 1995 = yEs
1 - SW22x8x4 is OK
IAxial Load ISill A.B
11000 lb 12 - S/8"
Legend:
Allow. v = maximum allowable shear
D allow a Drift at maximum allowable shear
shear Check verifies that Design v ASD is less than the allowable shear
IEnd A.B.
12-SSTB28
Notes:
* see current catalog for SSTS allowable loads and installation.
" using actual wall ht dimension (H), specify proper concrete curb height to attain overall
header rough opening height above slab.
* Allowable shears for 7 ft wood garage portal walls assume double portal values for an even
number of wall segments. when the total number of wall segments is an odd number, one wall is
assumed to have a single portal shear load capacity.
Uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall
is not considered. see Allowable vertical Loads at:
www.strongtie.com/products/strongwall/allowable-vertical.html
Disclaimer:
It is the designer's responsibility to verify product suitability under applicable building codes.
In order to verify code listed applications please refer to the appropriate
product code reports at www.strongtie.com or contact Simpson strong -Tie Co., Inc. at
1-800-999-5099.
-c+l�s is F- u PL- ZcL'� - z-
Ig
5l-}1tiG�'
Nov 28 06 04:30p Tony Medina
r'
2447 Newark circle
Wall Line 1
Design criteria:
* xBc 2003
* 2500 psi concrete
* Design V ASD - 800 lbs wind
* Alternate Basic or Basic Load combination
Selected wall solution:
Model IType Iw IH IT Design shearluplift
sw22x8x4 (wood 122" 190" 14" 1800 lb 12367 lb
shear & Drift values:
Model Allow. v ID actual Ishear check
sw22x8x4 I1995 lb 10.179" 1800 <= 1995 = YES
1 - sw22x8x4 is ox
(972) 875-1398
(Axial Load Isill A.B. (End A.B.
11000 lb 12 - 5/8" 12-SSTB28
Legend:
Allow. v = Maximum allowable shear
D allow = Drift at maximum allowable shear
shear check verifies that Design v ASD is less than the allowable shear
Notes:
* see current catalog for SSTB allowable loads and installation.
* using actual wall ht dimension (H), specify proper concrete curb height to attain overall
header rough opening height above slab.
* Allowable shears for 7 ft wood garage portal walls assume double portal values for an even
number of wall segments, when the total number of wall segments is an odd number, one wall is
assumed to have a single portal shear load capacity.
uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall
is not considered. see Allowable vertical Loads at:
www.strongtie.com/products/strongwall/allowable-vertical.html
Disclaimer:
it is the designer's responsibility to verify product suitability under applicable building codes.
In order to verify code listed applications please refer to the appropriate
product code reports at www.strongtie.com or contact Simpson strong -Tie co., Inc. at
1-800-999-5099.
p.6
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS A)J"M `--"
COLLEGE STATION, TX 77840
PHONE: (979) 764-3570 FAX: .(979) 764-3496
----------------------------------------------------------------------------
Application Number
06-00003540
Date 12/08/06
Property Address . .
. . . . 2447 NEWARK CIR
Property ID:
184200-1502-0020
R #:
R300537
.Application type description RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . .
. . . . CASTLEGATE SEC 5 PH 1
Property Use . . . .
. . . . RESIDENTIAL
Property Zoning . . .
. . . . PLANNED DEVL HOUSING
Application valuation . . . . 163416
Owner
Contractor
------------------------ ------------------------
GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY
HOMES
4490 CASTLEGATE DR
5001 HWY 287 S
COLLEGE STATION
TX 778453388 ARLINGTON TEXAS
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
PD
FOUNDATION TYPE
SLAB
NUMBER OF GARAGE BAYS
2.00
TYPE OF GARAGE (ATT/DET)
ATT
HEATED AREA
2476.00
INTERIOR WALL TYPE
SHEETROCK
NUMBER OF BATHROOMS
2.00
NUMBER OF BEDROOMS
4.00
SEWER TYPE
PUBLIC
TAZ
441.00
----------------------------------------------------------------------------
Permit . . . . . .
BUILDING PERMIT
Additional desc . .
GS
Permit Fee . . . .
652.00 Plan Check Fee
.00
Issue Date . . . .
12/08/06 Valuation . .
. . 163416
Expiration Date . .
6/06/07
Qty Unit Charge
Per
Extension
BASE FEE
460.00
64.00 3.0000
THOU BLDG, VAL 100001-500000
192.00
----------------------------------------------------------------------------
Special Notes and Comments
ALL BRANCH CIRCUITS
THAT SUPPLY OUTLETS IN DWELLING
UNIT BEDROOMS SHALL
BE PROTECTED BY AN A C-FAULT CIRCUIT
INTERRUPTER(S)
--------------------------------------------
-- - --------
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AV'E
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Application Number . . . . . 06-00003540
Page 2
Date 12/08/06
Special Notes and Comments
PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22"
X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY
PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS
METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION
AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE
CONCENTRATION, RATE OF APPLICATION AND TREATMENT
METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL.
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
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
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
PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE
OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES
PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO
BE ELEVATED TO ALLOW FOR ATTIC INSULATION
IF LAWN SPRINKLER IS PROVIDED, PERMIT 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
THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE
PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12'
ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN,
STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE
ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS
BEEN DONE TO ALLOW FOR COVER-UP
MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET
NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION
R602.10 IN 2003 IRC
If PEX water supply piping is sleeved belo the slab, seal
------------------------------------------------ ---- ��-------
BUILDING DEPT REPRESENTATIVE
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page 3
Application Number 06-00003540 Date 12/08/06
----------------------------------------------------------------------------
Special Notes and Comments
annular space at ends with caulk, foam or other means.
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
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.
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
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
------------------------------------------------- --- /`� --------
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE '
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page
4
Application Number
06-00003540 Date
12/08/06
----------------------------------------------------------------------------
Special Notes and Comments
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
----------------------------------------------------------------------------
Other Fees . . . . . . . . .
SEWER TAP 4"
350.00
WATER TAP 3/4"
400.00
----------------------------------------------------------------------------
Fee summary Charged
----------
Paid Credited Due
------------------------------
-----------------
Permit Fee Total 652.00
652.00 .00
.00
Plan Check Total .00
.00 .00
.00
Other Fee Total 750.00
750.00 .00
.00
Grand Total 1402.00
1402.00 .00
.00
--------------------------------------------- ----- ----G��----------
BUILDING DEPT REPRESENTATIVE:
APPLICANT: TZ !
TEMPORARY POLE PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . .
06-00003541 Date
12/08/06
Property Address . . . . . .
2447 NEWARK CIR
Property ID:
184200-1502-0020
R #:
R300537
Application type description
TEMP POLE
Subdivision Name . . . . . .
CASTLEGATE SEC 5 PH 1
Property Use . . . . . . . .
RESIDENTIAL
Property Zoning . . . . . . .
PLANNED DEVL HOUSING
Application valuation . . . .
0
Owner
Contractor
------------------------
GREENS PRAIRIE INVESTORS LTD
------------------------
CLASSIC CENTURY HOMES
4490 CASTLEGATE DR
5001 HWY 287 S
COLLEGE STATION TX 778453388
ARLINGTON TEXAS
BURLESON
TX 76028
(817) 561-4369
----------------------------------------------------------------------------
Permit . . . . . . TEMP POLE
PERMIT
Additional desc . . GS
Permit Fee . . . . 20.00
Issue Date . . . . 12/08/06
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: