HomeMy WebLinkAboutRES2007-00561, 07-563p-►•6103
PREPARED
7/27/07,
8:06:50
INSPECTION TICKET
PAGE 9
City of
College Station
INSPECTOR: BUILDING INSPECTOR
DATE 7/26/07
------------------
ADDRESS
------------------------------------------------------------------------------
907 TURTLE DOVE T R L SUBDIV:
CONTRACTOR`:""CLASSIC
CENTURY HOMES PHONE (817) 561-4369
OWNER .
. .
PHONE
PARCEL .
. : 230100-0207-0350
APPL NUMBER: 07-00000561
RESIDENTIAL, 1 UNIT DETACHED NEW
------------------------------------------------------------------------------------------------
PERMIT:
BLDG 00 BUILDIIQG
PERMIT
REQUESTED
INSP
DESCRIPTION
TYP/SQ
COMPLETED
RESULT
RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01
4/12/07
RH
BLDG, FOUNDATION -SLAB TIME: 17:00
4/12/07
AP
April 11, 2007 3:36:03 PM glsouth.
April 12, 2007 12:28:54 PM ncochran.
strings up, slab ground installed
B115 01
5/15/07
RH
BLDG, FRAMING TIME: 17:00
5/15/07
DP
May 15, 2007 10:20:12 AM kwolfe.
4 WINDOWS IN FRONT NEED TO BE REPLACED - WILL BE
IN TOMORROW
BY INSULATION
05/15/2007 04:22 PM RH PDA
Need proper apa nailing. Add support for rafters
above
front window. Tighten nuts on steel panel. Seal all
exterior seams. Complete fireplace flue.and have
proper
clearances. Loose electrical wires in front room.
B115 02
5/21/07
OC
BLDG, FRAMING TIME: 17:00
'
5/21/07
AP
May 21, 2007 10:52:49 AM acarter.
B130 01
5/24/07
JGM
BLDG, INSULATION TIME: 17:00
_,
5/24/07
AP
May 23, 2007 11:52:30 AM acarter.
B125 01
7 26/07
BI'
BLDG, FINAL TIME: 17:00
July 26, 2007 1:43:16 PM acarter.
------------------------ t ---------
CONTINUED ONTO NEXT PAGE -----------------------------------
Date: 7/27/2007
Inspection Comments for Finals
Permit Year: 7 Permit Number: 561
Address: 907 TURTLEDOVE TRL
Type
Inspection Type Code
Description
status
Inspection Result Comments
B100
BLDG, FOUNDATION -SLAB
IC
April 12, 2007 12:28:54 PM ncochran.
B100
BLDG, FOUNDATION -SLAB
IC
strings up, slab ground installed
13115
BLDG, FRAMING
IC
05/15/2007 04:22 PM RH PDA
B115
BLDG, FRAMING
IC
Need proper apa nailing. Add support for rafters above
13115
BLDG, FRAMING
IC
front window. Tighten nuts on steel panel. Seal all
B115
BLDG, FRAMING
IC
exterior seams. Complete fireplace flue and have proper
B115
BLDG, FRAMING
IC
clearances. Loose electrical wires in front room.
P100
PLBG, ROUGH IN
IC
April 3, 2007 4:13:08 PM kwolfe.
Page 1
WFO883973 / 001 City of College Station ^ G,�^1_n/� PAGE
n 1
l /
REQ. DATE: 03/27/07 03/27/07 11:44:46
LOCATION: 907 TURTLE DOVE TRL LOC ID: 204526
REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN
JREQ USER: KWOLFE AUTH USER:KWOLFE WRK TYPE:
TEMP POLE PASSED
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 03/27/07 SCHED COMPLETION: 03/27/07
********************************************************************************
JOB ORDER RESULT COMVIMTS
WF0882124 / 001 City of College Station
PAGE 1
REQ. DATE: 03/20/07 03/20/07 14:16:02
LOCATION: 907 TURTLE DOVE TRL LOC ID: 204526
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: 03/20/07 SCHED COMPLETION: 03/20/07.
********************************************************************************
JOB ORDER RESULT COM14ENTS
(7/31/2007) Gina Southerland Recalling forTCO for907 Turtle Dove Trl T Page 1
From: Terry Boriskie
To: Amber Carter; Benjamin McCarty; Chris Haver; fredburris; Gina Southe...
Date: 7/30/2007 1:39 PM
Subject: Re: Calling for C.O. for 907 Turtle Dove Trl
Contacted Fred Burris
Terry Boriskie
City of College Station
Residential Plans Examiner
979-764-3744
>>> Paul Schoenfeld 7/30/2007 12:19 pm >>>
Water ok.
Sewer tied in with 905 buried.
Paul
>>> Amber Carter 7/27/2007 1:44 PM >>>
by #07-561
'I, .4i'
� Ewa
tarry OFCOLLEGF S-1.010N
ADDRESS/LOCATION:
APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
(979) 764-3570 (979) 764 3496 FAX
WWW.CsTX.Gov
OATE3 -_SC_ REG
APPLICATION # 01 • V5U
TEMP POLE « V • �Y3
LOT 'dv_ OCK �," SUBDIVISION _ V 01{i Ck05S.t -) V `' SEC/PHW�� �+
BUSINESS/OWNER NAME: �.A461(, CL-Q7'Q(Z bl'j,&S PHONE:
CONTRACTOR/HOMEOWNER: (LASS G G^�,GAC- SPHONE:
CONTRACTOR ADDRESS: 10-0--jIA C(- 1,,r12 CA9 w 1.�&'T'07X _saa_S"
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 REMODEURENOVATION` SWIMMING POOL
Required)
DESCRIPTION OF WORK: jA,Ir Z., 0!!
1(/, W 6o
STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: �V
TEXAS ACCESSIBILITY STWAARD (TAS) PROJECT REGISTRATION# EABPRJ NA
VA UAT.ION: $ s% v� • ✓ TOTAL AREA: ZOZZ HEATED AREA:j'�>�
(� bor and Materials) —
PUBLIC SEWER
SEPTICfTREATMENT SYSTEM
/ If
C.;
SEWER TAP:
WATER TAP:
3VErr
SIZE
OTHER TAP:
GARAGE TYPE: SINGLE
ATTACHED
NUMBER OF BEDROOMS: 3
NUMBER OF BATHROOMS: j
INTERIOR WALL TYPE:dOt�
EXTERIOR WALL TYPE
FOUNDATION TYPE:
ROOF TYPE:
DOUBLE _t TRIPLE
CARPORT
SIGNATURE OF APPLICANT: __— o `-� �_`
'If proposed work involves new co m ercial nstr ction or facade mp vements/renovations to an existing
commercial property, building elevati ns are required.
Official Use Only C
3-g-�
/P Plans Examiner
Zoning Official
o ments.
or NO
55.00'
1 ' P.U.E
-----------------
00
M�
ONE STORY
SINGLE FAMILY
BRICK RESIDENCE
PLAN # 1582 0
`t o
`'
00
cli
71_7f' W-1 (1" 71_711
&L,
201 BL
- 18' CONC.
DRIVEWAY
N
- - - - - - - - - - - - - - -
5' P.U.E
55.00'
907 TURTLE DOVE TR
LOT 35, BLOCK 7
PHASE 2
DOVE CROSSING SUBDIVISION
COLLEGE STATION, BRAZOS CO.
TX
L7
VISES
o�
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# _ 3-�
DATE: 3 _ 2 ` O ,7
BUILDING ADDRESS:
Qo vvfl� adz l .
I. Foundation Requirements
NA/
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
A/
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
K
1. One -hour rated extending to roof deck
OK
E.
Header sizes indicated on plans
A/
F.
Emergency bedroom egress
1. Exit direct to outside
2. 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 plan 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
A. Stairway Details
('14Jq0 K
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 TI
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
NAJAW
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
NAYOfO
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."
J/4101 3-2-0.
PLANS EXAMINER DATE
T_ I `
Engineed.ng, LLC 401 S. CLAY STREET, ENN1S, TX 75119
February 19, 2007
Classic Century Homes
5001 Hwy. 287 South
Arlington, TX 76017
The following post -tensioned foundation plans are herein authorized for construction at the address and legal
description shown below.
Lot Blk Subdivision Address CitV County State
35 7 Dove Crossing 907 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.
PTF0207018
t
o A
A. M MENNA
ea...
,i�'• 509n95o.
�eq N 9F0�srt •C�'
AL
211912007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 • E-MAIL: info@txfoundations.com
DO'
ROM
TO SURROU
NOTE:
1) SHADED WALLS TO 2" x 6" FOR PLUMBING
2) ALL HEADER HEIGHTS TO BE 6110" UNLESS OTHERWISE NOTED
3 PROVIDE TEMPERED GLASS WHERE NEEDED
PLAN #
11582
IBSSIC
Century
Homes
ADDRESS
907 TURTLE DOVE TR
LOT
35
BLK
7
SUBDIVISION
DOVE CROSSING
aps
les
Electrical
ceiling fan spotlights I
Fluorescent Fixture
o
pot light
i.L&.LL
vanity bar light
®
Iran
light
outlet
outlet 220v
outlet gfi
®
smoke detector
g
switch
g,
switch 3 way
.lW4
1) Lighting on stair to conect from switch o top to
light mounted on wall 6 middle of stairs to switch
io bottom of stairs per sec R303.4
2) Smoke detectors will be hard wired in series
w/ battery backup power as per sec, R311
3) Provide 110 outlet 8 light near NVAG unit For
service with switch,
In•alFwnuNc
ARDA 'TUB,q
lr—
RII BATTnmR
IR'BYPIUM BOARD
2X4 BOMM FUTE
GATT MSiMTUN NR:I' OF R W R
wunEFRnmrtcnmxlnr. —
1•AR SPACE
Irrs2osAnIPT
AUBARaRR
2N STOD11? 16' "..
111 BATTPSDIATLLIN
1?SIIERTROO:
HETAtaRIIX nP�
VP
1o'SHEAT'E n:
AR aURRIEO
OU05 R
h1 A'2UM RS 16'0,..
RII BATTINSULAIpN
IT SFIEET0.o(Y
:xTw�naN Pura TRUTu1
TYPIUL nUURSYSTEM:
JN'TRG SUBEWUR
TRussvnLTHGMTnoIXNBs
m BE aETpUnNTD DY Fl.TB.TFJt
IMFIIgA CF1Ux0 PINlTH
:2.. TO PTATEA
81 tUCRSESTUUATERSIDE
OF 1100R)ue,
j.WVEMEVERYADBAKER
0 earro, I
IBOLTt;a OCNA%.
of "sa 4
ALLRUB p1.1EN1WN11N1IXNEt1E1.
a1 • .�
RR1]NF'VRLTIiEMIUBl Otl1ARUNEJIBY
FNGD?E0.
'�
TYPICAL ROOF
•
I1"
SHINGLES RL "s-R mA
PLYWOOD SHEATHING
Gm 'H' CLIPS
MIN. YX6"
CONTINUOUS
RAFTERS a 24" O.C.
BATT INSULATION
AIR VENT BAFFLES
e24' D.C.
ROOF PI
END AT RIDGE
TO BE INSTALLED
50 THAT
AIR FLOW 15 NOT 1 (0VERHAN
RESTRICTED
DECKING
MAX.
WOOD FASCIA
SOFFIT MATERIAL
TYPICA_ BRICK EXTERIOR WALL
FACE BRICK
I° AIR SPACE
I1' SHEATHING
2'H4' STUDS o 16" ..c.
BATT INSULATION
CITY OF LOCKHART
11' SHEETROCK
TYPICAL ROOF OVERHANG DETAIL
SNBiGLER
CMTPTTRI AR VENEIMAI LOSS HA
All FLOW
IS NOTRESTINSTALLFD 50TNAT
AIR f WA' I$ NDT RECIRICTED
Rnx.lx6RA2TExa@2o'O.0
1MPLYA'VODSHFwTHING
H(7UPS
F. uu }.
ROOn T M EOUAMY SPAM VENTS
0—c
NETAL I RN%TIES
I•ARSPAM
Ic-SHERnOHG
ARBARRIE
2N'runt w PC
RI a—IA'SU M,I
2'SNEETROIX
J ' '� ALLRIwB DDIFNRIDMTN2(]CNFSfF3.
• �1, awxwRnalEaTroeEBLTlxwnv2aY
RI �, A I. E'OINEE0.
TOP VIEW
CHIMNEY CAP
LUE CHIMNEY
2X4 BAND CAP
2X4 BANE
2X4 FRAMRqVk- ; N
MEMBER - 2� 4a - �— 2X4 FRAM
MEMBER
SIDE VIEW OSB —
SIDING -
TYPICAL WALL DETAILS
NOTE:
1) Foundation anchor bolts at
60" 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 scc.
R3011.1 and table R301.2(4)
2003 IRC code.
3) All lower sole plate to be
Pressure treated as per
sec. R323. All rasteners
to be hot dipped galy. steel,
stainless steel, silicon bronze
or toper only as per sec. R323.3
4) Provide hand tails on all staiTs/sleps
with a minimum of 2 risers as per
sec. R315. (min. stair tread 10":
mu. riser 7 3/4" sec. R314.2)
5) Masonary veneer anchorage of
24" horizontal and IS" vertical as SPHERE
HOT PASS
per sec. R703.7.4.1 and weep holes
ate maximum of 33" o.c. as per HANDRAIL 1 IN' MIN.
sec. R703.7.6. 111111111
........................
........To: St"'
See.
_____________________
I21
N_
UO X IN. TREAD
IK U
Qz A
¢�
Q zt
b a `-
U P `g H
W Fi
STAIR DETAIL IRC 2003
�10' 0" MIN.
MIN.
Z_
I I
I o
I 1
I I100�
N
I Irl I
I Fr1� I
I � I
I ,
I W I
I
1 lI
I Fr T-1 I
I F+1 I
I I
I ,
t
I
SHALL RETURNENDSTO
THRU 4" WALL OR POST
o
18" FLOOR SYSTEM
(3)2xl2 STRINGERS
F
5/8" TYPE DRYWALL x
UNDER STAIR STRINGERS a
U
ANDRAIL @ 34D-38" MAX.
FIRST FLOOR
C
Century
Homes
Afaking He., ON'urship AJfordablr
C
Century
Homes
Afaking He., ON'urship AJfordablr
Area Calculator:
Assembly Type
Description
Window Area Total: 196.53
ill
Area Calculator:
Description
Door Area Total: 55.56
02/01 /07 09:42:32 1 /1
BRICKLEDGE WHEN
APPLICABLE 12k'B AR TIPH@ D'
BRICKLEDGE WHEN r
y}, 1"• /-BRICKLEDGE WHEN - / APPLICABLE 5' ' 'y LL CORNERS .
• APPLICABLE SLAB STRAND
i CHAIR WHEREAPPUCABLE
CHAIR� SHION � U.-
_ �^�I� SANDTYP. m�'���CUSHION IN 112-BSII DETAIL
SAND, TYP. d' - - .-s- : -:) • " L l7? _ _ _ - _ _ c — - - !.
• .1 _ _ .. ' I {.. }� ¢ r ..J_1 / : - ,m- ...r�SAND. TYP. . 6' . 6'
;L TOP OF - - POST -TENSION STRANDS p y _
TOP OF _- -- k -- (Ii POST -TENSION STRANDS GRADE - I' WHEN INDICATED "- oC I I,u- - ° ) °S° STRAND
), r~ c I F w O Z y' �ILI • • �- TOP OF .I POST -TENSION STRANDS ANCHOR
GRADE - "y� WHEN INDICATED -, i ON PLAN, TYPICAL ¢ ° / . -
✓ I!I' .i ✓� ON PLAN, TYPICAL •.. 2• #5 EiAFl.S ¢ I •- �- GRADE J - ' WHEN INDICATED
¢ Tll-� '•.:.. CHAIR ON PLAN, TYPICAL Cn
/ DRAPE BEAM STRAND 8'.RAPE BEAM STRAND o II . P —I r / r DRAPE BEAM STRAND
WHEN INDICATED ✓ WHEN INDICATED O T —� �; •• I WHEN INDICATED
ON PLAN, TYPICAL, p N \ ON PLAN, TYPICAL #4 BARS•' N Q ON PLAN, TYPICAL
p #3 SUPPORT STAKES VAPOR @ 12. 0.0
O UNDISTURBED 'BS'STRAND
#3 SUPPORT STAKE T PI�CAL� , F PE DIMENSIONS E PLAN FOREACH WAY F SOIL GRADE ANCHOR
• 2- 04 BARS VERTICALLY SLAB STRANDS
DETAIL "A" DETAIL "Al" �' SPACED @1ro.c. As -FORM BOARD
N REOUIRED PER BEAM
DETAIL "E" el �, DEPTH CHAIR
-�.-..-.,..ter.-..-...,�,
NOTE: R Is IMPORTANT TO USE THIS DETAIL ) "' •/
r r BRICKLEDGE WHEN 44 VERTICAL WHEN THERE IS A 4'OR LESS SLOPE IN THE
FOUNDATION FOOT PRINT AREA TO INSURE ¢ • ' `
SUPPORTS @B' 4ug t
THAT SETTLEMENT DOES NOT OCCUR, THE
1- #4 BACK UP BAR O C BOTTOM
PENETRATEF THE PERIMET
URBED SOIL AMMIN O 17� L¢7-
,s STANDARD DEEPEN l JJJ TIEWRE
CHAIR �-::,2���- '# °P''�E°° i-•� BEAM DETAIL �......�`.`..�.rt.��.� �LEISTIAN
'CHAIR
'•CHAIR�CHAIR ���4'
3 STRANDS
- sue STRANDS • - . • � ::, r � � . CHAIR LAYOUT
_ "� SLAB STRANDS l .
WHERE APPLICABLE • �.: :. -_ I•' WHERE APPLICABLE mr - � WHERE APPLICABLE
°( BEAM STRAND}`'; 2- #5 BARS #4 BARS @ it
O.C.E.W.
APPLICABLE • �, WHEREBEAM STRAND J ° � DRAPE BEAM SLAB STRANDS .
< � WHERE p .. ':9Y STRAND SHEATHING CUT BACK BEHIND ANCHOR
APPLICABLE
M #3 SUPPORT STAKE - � � � .I II ,, . � I I,�:I�Y`-" WHEN INDICATED ,'�� �. (CARE SHOULD BE TAKEN TO
p H #3 SUPPORT STAKE � H 1/ ON PLAN, TYPICAL. .. ENSURE SHEATHING DOES NOT
p Y/ ✓' '.i fyi)' CHAIR) T I .:.•�.. ,�\ g• PROTRUDE INTO THE ANCHOR)
DETAIL "BII DETAIL IIB111
I STANDARD -`pF �'IS���;,;_ _�_Y���� .,. ,•M
BRICKLEDGE WHBJ pPBRICKLEDGE WHEN OP I DETAIL "G" DROP DETAIL M BEAM
6° WOOD
APPLCABLE Bn01'r APPLICABLE GE DPI, EXCAVATION
a}f Tr
/ 3}, BRICKIEDGEWh1EN BRICKLEDGE TENDON INSTALLATION
/ APPLICABLE WHEN APPLICABLE
� / r Z 1• 194 BACK UP BAR AT STRESSING -END
94 BARS @ 12- O.C.E.W.
SIN
`• / .�- - / .. _ _ 1• #4 BACK R BAR ,�� m SLAB STRAND
CHAIR 6'.
CHAIR y} "H a�j -CHAIR N ' ' ' POCKET
TOP OF �.,•
GRADE) SLAB STRANDS I, I'/ i. \ FORMER
TOP OF / , j - � SLAB STRANDS ,qqq///� . • 0 r1.., 16- (12- MIN.) '.
,y WHERE APPLICABLE GRADE J WHERE APPLICABLE I SLAB STRANDS
i roi �,.. WHERE APPLICABLE p CHAIR
.�
DRAPE BEAM STRAND 2- 05 BARS ��
'�. •. •,� WHEN INDICATED •`a _ , - #4 BARS @ 17 I I -SLAB STRAND
ON PLAN, TYPICAL DRAPE BEAM d O.C.E.W. II g CUT PLASTIC
}yr STRAND TOP OF •, HERE
N '` WHEN INDICATED GRADE) I+'IISTRANAPED 3'•0'MAX W \ EXCAVATON WOOD
ON PLAN, TYPICAL"'i,•�'" •` WHEN INDICATED L -BEAM STRAND `FORM
I. / 1.
I� t' AS SPECIFIED
ON PLAN, TYPICAL '%�
1� #4 FOR L - 14' OR LESS
2- 0
4 FOR L - 15'TO25• COMPLETED
DETAIL "C" DETAIL "C1" 0 �� NOTE: DETAIL"F' 3-#4 FOR L-26'TO 36'
r CAN BE STRESSING END INSTALLATION
BRICKLEDGE WHEN DETAIL11 SUBSTITUTED
" DETAIL"F1"
APPLICABLE
FOR DETAIL"F1'.
S' STRAND AS
BRICKLEDGE WHEN , SHOWN ON PLAN
-APPLICABLElool FIXED END PLASTIC
yy 1- #4 BACK UP BAR ; ANCHOR SHEATHING
\_CHAIR STRAND
CUSHION ' CHAIR
SAND. TIP.
77Y�/'''�-' _\` •-�(..r •• '.:'� ~� ,..•;i p \
7+iy
TOP OF`f ' POST -TENSION STRANDS i • !' SLAB STRANDS .h , , ! HAIR \ STRIP
I .y / 13 SHEATHING
GRADE�� 'a m •I/'•^j1�' ly WHERE APPLICABLE "�' \ � ^ _ SLAB STRANDS
I WHEN INDICATED .��{'�,.I1(o I- j
, ON PLAN, TYPICAL. +($ , - , / WHERE APPLICABLE `
\- \- STIRRUPS #4 BARS @ 12-
WHEN I BS' STRAND AS i ;AIL
STIRRUPS I. 2 x D TYPICAL L / SHOWN ON PLAN
SPECIFIED WHEN SPECIFIED - I•,. • O.C.E.W. L WHEN (2)-BST STRANDS ARE / FIXED -END (DEAD-END)
" DRAPE BEAM #3 STAKES AS REQUIRED — WOOD
G n SPECIFIED IN THE BEAM, INSTALLATION
N \ O —3- #4 BARS A j STRAND' CLEARANCE
ARMAINTAINCEFROM
' FORM TOP VIEW
+-3- #4 BARS {i • • WHEN INDICATED TIE'BS' STFL4NDS TOGETHER
TOP & BOTTOM. TOP & BOTTOM. O + p Y( ON PLAN, TYPICAL CLEARANCE FROM THE AND INSTALL SIDE BY SIDE
4 OS / BOTTOM OF THE BEAM AS A SINGLE'BS' STRAND.
E55 54' MAX. SPACING INSTALL ANCHORS SIDE BY SIDE
I SEE'2DETAIL STANDARD DETAILS
DETAIL "D" DETAIL "H" DETAIL "M" BEAM STRAND "BS" DETAIL
q
CID
LO
6"
5 SPACES @ 3'-10" ±
5 SPACES @ 3'-11" ±
co
A
co
cn It
CO
00
r-
O
O
.
m 0 O C
d�
d�
"t
(n
m (n (n
N (n (n
(n
m (n
(n
N (n (n u:
r-- --I r -- --� r-- --
- -� r ---
E
II
I
II I
I I
I I
I I I
�i
II
I
II I
I cQ
I I
r
I
II
II
II b
II
II I
I II
II
L___—____J
II
II
II
II
II I
II
II I
----------
L-_____
r---------I
II
I - II
r---------I
r-----
II
II
-�
II
r- ��-►}
—�
I II
II
II
II
I
I
1 9'-11" III
W-6"
III 10'-0"
I
I 10'-5" 1
I I
II
I I I
II
III
II
L_____—__J
L______
_- L______
__J
L____—__1
r---------
- - - - - -
--
r - - - - - - - - —
q
I II
II
I
B
II
II
II
I
I
II
I
I I LO
I
I I
I II
I II
II
II �
II
II
II
II
I
I
I II
II
L- — — — — — — — — -I
L — — — — — — —
I
II
— L — — — — —
II
II
— — -i
I
r--------�
I II
r-------
r------
II
—�
II
r--------�
I
II
I I
I DROP
II
I I
II
I
I I
I I
I
I I
o
DROP 1
I II
II
II
II �
II
II
I
I I
I w
I 13- #4 BARS
I
I I
I I
I I
I oa
I
I I „
6 "8
I
I I
L--- --- J
U)
L --
1
L------
I
I I
--- - - �r
--
-----
I1
A
I
ii
I
N
I
I ao
I op
I
I
I
I
I N I
L-----
II
--J
L------- J
F------
---1
II
r---------�
C
I
11
I
'
I co
II
II
I
I
II
J
I
L __I__ _J
10 —STEEL REQUIRED. SEE DETAILS
3W-10"
u
a LoM:oJla NOTES: 010
�1 V'�N
t 2
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, aj ,••� Sr,• hl
f
DIAGONAL: ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A ; • : �. � , 0,
70'-7 5/8" MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN ;• ; p ;Ln J�
FOUNDATION SITE CONTAIINS FILL (MAX. 3'4), THE DEEPEN / u, : t Lu�� Q!
�c BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. i� O S �Q Z.
S42 FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE a W•Z •�7 0�
.�. w.� i
CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS �6 .. : Q:•
BS43 INTO THE DESIGN. �s•'•
2. 3000 PSI, CONCRETE SLAB.
S42 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS11�ere:��~
RECOMMENDED.
4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER
BENEATH SLAB AREA. Z
S42 5. ALL STRANDS 1/2" DIA. - 270 K. O �-
6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID (n 0)
2-BS43 UNLESS ACCOMPANIED BY A LETTER FROM AGTM W Z
S ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q
LOT & BLOCK, OR ADDRESS. 00 G �
7. PLANS CAN BE REVERSED ON LOT AT BUILDERS z = U? J j
co 00
DISCRETION. 0 r U O
S42 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. � ch A n °D �W U
+t SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY O r-
°) ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY LL ~ N p Op O O
S42 c OWNER/GENERAL CONTRACTOR. z Z Q .. o
9. AT CONTRACTORS OPTION, LIVE END AND DEAD END z z . F- Z z w m
BS43 w REVERSAL IS PERMITTED. O m
U 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (n V tWi Z � O
S42 U) INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS, z U o � 1= J ~
W (n U) Q U motQ-
S42 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE CIO IQ- M rn m
AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OFuj
THE FOUNDATION AND SLOPE AWAY FROM THE O ~ W
FOUNDATION A MINIMUM OF 3" IN 5'-0". U) U U OJ J
S42 p o
BS43 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS Q. CO
ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE O0
S42 ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING riI
CABLE STRESSING. UJI = T Ow 00
13. THE FOLLOWING SYMBOL INDICATES DROP IN T
S42 FOUNDATION. THE AMOUNT OF DROP AND EXACT c I-
LOCATION IS TO BE DETERMINED BY PLAN OR AS N
S42 DIRECTED BY OWNER/CONTRACTOR.
2-BS43 a
S23 c t1 FOUNDATION: w
0
1. THICKNESS T= 4' O
S23 2. BEAM WIDTH W= 10" g U
BS24 co 3. BEAM DEPTH D= 33" o m
S23 v 4. AREA = 1978 SQ. FT. mw 9 O
dR
5. EST. CONCRETE = 75 YRDS. > b m
S23 "' 6. SOILS REPORT: Z LL 0
CME TESTING AND ENGINEERING, INC. a Q
S23
1806 WELSH AVENUE, SUITE C o o 1 Cc
COLLEGE STATIONI, TEXAS 77840 U
BS24 PROJECT NO.26116 --I W
DATED: OCTOBER 2, 2006 c
ZcoLbE
§ m
OD
G N N Ua
CAUTION: I N THE E EVENT THAT A CABLE
ui jg
PASSES THROUGH A PLUMBING OPENING,=ENDEN
RATE ALL CABLE UVEMOVE CABLE TO EDGE OFOPENING. TO ENSURE MAX. LU UCABLE SPACING CAN BE ADJUSTED, BUT INETE, ESPECIALLY fNO EVENT CAN CABLE SPACING BE ULTIPLESTRANDSw
GREATER THAN 60D.C. R
FRONT VIEW
3" GRID PATTERN 8d '16" MIS
COMMON NAILS TO
HEADER .. .
TOP PLATE TO
HEADER - 2 ROWS OF
a 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
5/8" ANCHOR BOLT
EMBEDDED 7" MIN.
TYPICAL.
SIMPSON LSTA21 OR
CS20 (ATTACH TO
FRAMING ON OPPOSITE
SIDES OF SHEATHING)
TYPICAL BOTH SIDES
OF OPENING.
'
a.
0
T
SIMPSON LSTA21 OR
CS20 (ATTACH TO
FRAMING ON OPPOSITE
SIDES OF SHEATHING)
TYPICAL BOTH SIDES
OF OPENING.
-2- SIMPSON HTT16
EACH SIDE - TYPICAL
HEADER CLEAR,
SPAN ACROSS
ALTERNATE
1-STORY - 1611 MIN.
—TfPiCAi BO"I'4SIDES`--
FRONT VIEW
r-HEADER
CLEAR
SPAN
ACROSS
3" GRID PATTERN 8d
11
COMMON NAILS TO
HEADER
•17.
TOP PLATE TO
HEADER - 2 ROWS OF
16d SINKERS, 3"O.C.
3" O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
AND BEHIND THE
STHD10 HOLDDOWN
-2- SIMPSON STHD14 5/8" ANCHOR BOLT
EACH SIDE - TYPICAL 3 BOTTOM
PLATE EMBEDDED 7" MIN.
TYPICAL TYPICAL
�TQ11�6" M I N
__
FRONT
LESS THAN
LESS THAN 12'-T
o
Z/l
�
LESS THAN 2'-6°
12'-6' LESS THAN 25-0° LESS THAN 25-01 TYP.
39'-10°
LEFT
BLOLOZOdMB
h
0
• :IA Q: CJ a 3 a
��••. i 's .•• w
*: o o 0
U)
J W
z ►=
W m
co
Fn
0
cr� D
I--
CV U o�C O
�co
Tp00
QZNoz
W� I—Z
pmoI
Z�J[il
QC):cZW
V �,�
Z^�z
Do
g
W o
V �� Qv
J
CLm0
Q Q
Mew
RIGHT
Z
COV
o w
J
O
�p U
O
3
ru
=
T
O
�
O
a
Z4
0
8
N
d
a-
d
m
r
f0 0
Q
W
U O�
w
O
m
O
a¢
m?.
°
�
®
0
Q
�Q
w
o
U)
2
O
U
(A
Q
G
w
0
J
E
LLi 8
c
_ CD
I
3
(
Z CO °D
C
n N
W f
W
C
w c�tl
w
Q
Q w
BUILDING PERMIT
CITY OF COLL'iTATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . . 07-00000561 Date 3/20/07
Property Address . . . . . . 907 TURTLE DOVE TRL
Property ID: 005401-0207-0350
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 . . . . 104412
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
1582.00
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 . . . .
475'.00 Plan Check Fee
.00
Issue Date . . . .
3/20/07 Valuation . .
. . 104412
Expiration Date . .
9/16/07
Qty Unit Charge
Per
Extension
BASE FEE
460.00
5.00 3.0000
THOU BLDG, VAL 100001-500000
15.00
----------------------------------------------------------------------------
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
2211
--------------------------------------------- ---- --
BUILDING DEPT REPRES NTATIVE:
- ----------
APPLICANT:
BUILDING PERMIT
CITY OF COLL-EGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page 2
Application Number . . . . . 07-00000561 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
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 SPECIA KNOWLEDGE/EFFORT
THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEA RED AI�J- HG+�`
BUILDING DEPT REPRESENT
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
Page 3
Application Number . . . . . 07-00000561 Date 3/20/07
----------------------------------------------------------------------------
Special Notes and Comments
PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12'
ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN,
STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE
ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS
BEEN DONE TO ALLOW FOR COVER-UP
MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET
NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION
R602.10 IN 2003 IRC
If PEX water supply piping is sleeved below the slab, seal
annular space at ends with caulk, foam or other means.
Also assure proper protection of pipe to U.V. light.
ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE
RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO
ASSURE CODE COMPLIANCE
POST PERMIT CARD ON JOB SITE
WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED
PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE
MAXIMUM STATIC WATER PRESSURE TO 80 PSI
RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL
BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE
For residential applications with a glazing area that
exceeds 15% of the gross area of exterior walls, R-8 duct
insulation is required. As an alternative, R-6 duct
insulation can be used if the a/c system has a SEER rating
of 12 or more.
PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF
THE PUBLIC RIGHT-OF-WAY.
SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR
DUCTS, CEILING FANS AND RETURN AIR
PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND
EASEMENTS ON FOUNDATION INSPECTION.
FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS.
SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH
AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120
DEGREES
THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED
FENESTRATION PRODUCTS SHALL NOT 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 IMMEDI TE VICINITY OF THE
------------------------------------------------�-- • -- ----------
BUILDING DEPT REPRESENTATIVE)
�1
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 . . . . . 07-00000561 Date
3/20/07
----------------------------------------------------------------------------
Special Notes and Comments
BEDROOMS
REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA
PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM
VEGETATION AND FOREIGN MATERIAL.
WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE
TEMPERED GLASS
TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN
ADJACENT WALLS
AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE
PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING
EQUIPMENT AND A PRESSURE REDUCING VALVE
RANGE/DRYER DUCT MUST COMPLY WITH 2O03 IMC
ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED
SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN
PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND
CLOTHES DRYERS.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . SEWER TAP 4"
350.00
WATER TAP 3/4"
400.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
------------------------------
---------------------------
Permit Fee Total 475.00 475.00 .00
.00
Plan Check Total .00 .00 .00
.00
Other Fee Total 750.00 750.00 .00
.00
Grand Total 1225.00 1225.00 .00
.00
-------------------------------------------------�--- --- --"------------
BUILDING DEPT R,EPRESENTATI E:
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 . . . . . 07-00000563 Date 3/20/07
Property Address . . . . . . 907 TURTLE DOVE TRL
Property ID: 005401-0207-0350
R #.
Application type description TEMP POLE
Subdivision Name . . . . . . DOVE CROSSING PH 2
Property Use . . . . . . . . RESIDENTIAL
Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL
Application valuation . . . . 0
Owner
Contractor
------------------------
------------------------
CLASSIC CENTURY HOMES
5001 HWY 287 S
BURLESON
TX 76028
(817) 561-4369
----------------------------------------------------------------------------
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 DE
APPLICANT: