HomeMy WebLinkAboutRES2007-02307, 07-2308lbol
� • 2308
PREPARED 3/31/08,
8:09:00
INSPECTION TICKET PAGE 5
City of
------------------------------------------------------------------------------------------------
College Station
INSPECTOR: BUILDING INSPECTOR DATE 3/28/08
ADDRESS
. : 911 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3
CONTRACTOR CLASSIC
CENTURY HOMES PHONE (817) 561-4369
OWNER
. .
PHONE
PARCEL
. . 230100-0309-0330
APPL NUMBER: 07-00002307
------------------------------------------------------------------------------------------------
RESIDENTIAL, 1 UNIT DETACHED NEW
PERMIT:
BLDG 00 BUILDING PERMIT
REQUESTED
INSP
DESCRIPTION
TYP/SQ
COMPLETED
RESULT
RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
B100 01
9/26/07
DS
BLDG, FOUNDATION -SLAB TIME: 17:00
9/26/07
AP
September 25, 2007 3:01:36 PM glsouth.
WED. AFTERNOON
B120 01
10/09/07
RH
BLDG, FRAMING -PARTIAL TIME: 17:00
10/09/07
AP
October 9, 2007 12:00:05 PM glsouth.
APA FRAMING
B115 01
11/02/07
OC
BLDG, FRAMING TIME: 17:00
11/02/07
AE
November 2, 2007 11:05:11 AM kwolfe.
11/02/2007 04:03 PM OC PDA
windows on both sides of backdoor need to be tempered by
C.O.
B130 01
11/09/07
RH
BLDG, INSULATION TIME: 17:00
11/09/07
AP
November 9, 2007 10:43:40 AM acarter.
B125 01
3/28/08
BLC
BLDG, FINAL TIME: 17:00
sfloO8/
jq
March 28, 2008 2:24:51 PM glsouth.
March 28, 2008 2:24:51 PM glsouth.
-------------------------------------- COMMENTS AND NOTES--------------------------------------
e_` ' 1 Q VV
Old a�w�
Date: 3/31 /2008
Inspection Comments for Final,
Permit Year: 7 permit Number: 2307
Address: 911 DOVE LANDING AVE
Type
Inspection Type Code
status
Inspection Result Comments
Description
13115
BLDG, FRAMING
IC
11/02/2007 04:03 PM OC PDA
13115
BLDG, FRAMING
IC
windows on both sides of backdoor need to be tempered
13115
BLDG, FRAMING
IC
C.O.
E150
ELEC, FINAL
IC
January 30, 2008 4:57:12 PM kwolfe.
P105
PLBG, TOP OUT
IC
10/26/2007 02:53 PM RH PDA
P105
PLBG, TOP OUT
IC
Correct backfall on lav arm in masterbath by framing.
P125
PLBG, FINAL
IC
January 22, 2008 4:50:31 PM kwolfe.
Page 1
Jan 08 08 11:00a Cch - B/cs 979 690 3823 p.5
TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT
CLASSIC CENTURY HOMES
911 DOVE LANDING
vtiffc3
Perett-tage of Termticide(s) to be applied at this location: 0,06Yo �8GAL.
Type of Treatment: Full Partiat XX Vertical-XX-�
Horizontal/Perimeter Beam XX
• _ 1 • 71 • .l.. . . : i
u ► ► :•• •YA'• •�
• • - • _ r. • . -�- �-----�_.__l_'1_•_ f_-_'_l_ .•_.fir_ � - • � -.JL • • •1 _ J.1 a
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 TERIAITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDITIONS THAT
COULD DEVELOP AS A RESULTOF THE OWNER'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED.
SEE ATTACHED SKETCH
BUILDERS SUPPLIES SKETCH) PLAN
Charges for pre -treat: $221.15
NOTES: Annual re-newal: _ $126.00
32129 PT
Ca or Techinaan SPCB Iiceme #
9rM2007
32120 PT
SEP-06-2007 THU 04:42 PM
S U R V E Y P L A T
P. 015
O'J 'S1201
This is to certify that I have, this date. made an on the ground survey of the property
located on 911 Dove Landing Avenue in the City of College Station, Texas, described as
follows:
Lot 33, 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 plat therof recorded in
Volume 8130, Page 258. of the Plat Records of Brazos County, Texas.
O�y Cb
7.W -�
%4W
NOTES:
1. IRF — WON ROD ROUND
2. IRS — IRON ROD SET
3. Basis of Bearing — Subject Plat
4. C.M. m CONTROWNG MONUMENT
5. -x- WOOD FENCE
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:b Vat cl on woom w� emb CM m0 M asps' aa0 /400 OMpIMe a7r to�aaw0 !P aaarfda Or amad QMW W TO Find 61hmm4 dd IYi poor NOW
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nbtlls tld na�dyb d Na roa ad 3awles ad aM piaparq asigr0 kW M PM @w dq badlm �d �'M at ad i�awnnAe w ea aMw►
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E
BUENA TIERRA GROUP
400 SOUM INDUSTRIAL BLVD.. SURE ZW (81"n `.i54-1445 SOME ,- - 10'
G EUIESS. TDCA►S 76040 (817) 354-1451 (�
oralwn 6n 11W
WF0956801 / 001 City of College
,4Station
PAGE 1
REQ. DATE: 08/17/07 08/17/07 15:11:50
LOCATION: 911 DOVE LANDING AVE LOC ID: 209220
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 CONIlKENTS
(4/1/2008) Gina Southerland Re_ Calling,for C.O @ 911 Dove Landing Ave. _ 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. @ 911 Dove Landing Ave.
THIS ONE IS OK FOR CO. JMG
>>> Gina Southerland 03/31/08 1:00 PM >>>
BP# 07-2307
Gina Southerland
CSR - Planning & Development Services
City of College Station
979-764-3570
www.csbc.gov
DILL �ERMIT
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 07-00002307 Date 8/17/07
Application pin number 70.5243
Property Address . . . . . . 911 DOVE LANDING AVE
Property ID: 230100-0309-0330
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 . . . . 105798
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
1603.00
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 .
519967
Permit Fee . . . .
478.00 Plan Check Fee
.00
Issue Date . . . .
8/17/07 Valuation . .
. . 105798
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 REPRPSENTATIVE:
- ----------
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 . . . . . 07-00002307
Application pin number . . . 705243
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
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 IMPACT BY AUTOMOBILES
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
-------------------------------------------------�------------
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 3
Application Number . . . . . 07-00002307 Date 8/17/07
Application pin number . . . 705243
----------------------------------------------------------------------------
Special Notes and Comments
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
THE PUBLIC RIGHT-OF-WAY.
SMOKE DETECTORS MUST HAVE 3' CLEARANCE ROM FORCED AIR
DUCTS, CEILING FANS AND RETURN AIR
----------------------------------------- -- -�----------------
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 4
Application Number 07-00002307 Date 8/17/07
Application pin number . . . 705243
----------------------------------------------------------------------------
Special Notes and Comments
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 20a A .40 OR LOWER FACTOR AND ABOVE 200
TO 30o A .35 FACTO OR LOWER SHALL BE MET.
ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE
TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY
SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY
BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA
PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM
VEGETATION AND FOREIGN MATERIAL.
WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE
TEMPERED GLASS
TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN
ADJACENT WALLS
AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE
PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING
EQUIPMENT AND A PRESSURE REDUCING VALVE
RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC
ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED
SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN
PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND
CLOTHES DRYERS.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . SEWER TAP 4" 350.00
WATER TAP 3/4" 400.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total 478.00 478.00 .00 .00
-----------------------------� ----- --�--------------
BUILDING DEPT REPRESENTATIVE: _ zz—
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
. http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Application Number . . . . .
Application pin number . . .
Plan Check Total .00
Other Fee Total 750.00
Grand Total 1228.00
07-00002307
705243
.00
750.00
1228.00
--------------------------------------------
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
Page 5
Date 8/17/07
.00 .00
.00 .00
.00 .00
' TEMPORARY POLE PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . . 07-00002308 Date 8/17/07
Application pin number . . . 849892
Property Address . . . . . . 911 DOVE LANDING AVE
Property ID: 230100-0309-0330
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
. 519975
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:
Jun •LUAU/ UL:u4P ucn - tsics
yiy oyu oOZO P./-
CtTY op C�.> 1 AGE STKRot�':
Ck>�uls N'O�1�i(o�Fxkn7itcivtn4
APPLICATION FOR BUILDING PERMIT
1101 TEXAS AVENUE
COLLEGE STATION, TX 77040
(979) 764.3570 (079) 794-3496 FAX
WWW.CSTX.GDV
M-1
oaTE:APPLICA71 ON /d
TEMP POLE o
ADDRESS/LOCATION: VE �—AlQb(' m.
LOT 'BLOC SU8DMS10N L )PVC �� L I4J�j SEC/PH
BUSINESS/OWNER NAME: 1. L.An IC l _FAIT( � H &K\ : 7 PHONE:Lg(i :1 -�655
CONTRACTOR/HOMEOWNER:O L, :55(C. T(j �I I����S phgONE: (• (05
CONTACT PERSON FOR REVIEW COMMENTS:'—
{��RRI.S PHONE:
FAX: 1%)HO'3gG7 EMAIL:
ELECTRICIAN: PLUMBER:
HVAG: GOOD CENTS (Residential only):
ACCESSORY/STORAGE LOCATION RE ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTION • SLAB ONLY
DUPLEX (Landscape Plans) REMODEURENOVATION`' SWIMMING POOL
TENT/CANOPY
DESCRIPTION OF WORK;
PROPOSED USE: _ AL/e% 1111-10j(2ij l , OAJ
HOMEOWNERAssOCIATIONlARCHITECTU'AL OR DESIGN REVIEW COMMITTEE APPROVAL• ycs
TEXAS ACCESSIBILITY STANDAR ASOJECT REGISTRATION# EABPRJ__N/A
VALUATION: $ TOTAL AREA 20�} HEATED AREA:
(Cost of bor a Materials)
DK PUBLIC SEWER
Q SEPTIcirREATMENT SYSTEM
Rr SEWER TAP:
51zE
C1
A ,� WATER TAP: 3
v/41 1
OTHER TAP:
srze
TEMP POLE
GARAGE TYPE
SINGLE Q
ATTACHED M
Numam OF BEDROOMS:
NUM9ER OF BATHROOMS:
INTERIOR WALL TYPE:
ExTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
DOUBLE Q TRIPLE
"HED F71 CARPOR
UjAn S�IE�T�cX.1C
0R tc K
C��mQc�srt► a�
E]
SIGNATURE OF APPLICANT: `Z
'If proposed work involves new commercial n nor cede Improve enQslrc-aievatiOns 90 pry existing
commercial property, building elevations are required.
•�o�+e+evt+•++eae�seaeeeeecoe`eec+o P�04�0♦i44+�o1i�a��i�r0•
--:7774 X-6 —0-7
Official Use only
`�( P Plans Examiner
ZG&,,V ow
vis4vk 8owep
Atee4)
Zoning Official Fire Marshall
nta:
(ILS,0 NO
Jun iU U/ UL:Ubp UVI - b1cs
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)
Glazing SHGC (Solar Heat Gain Coefficient)
Glazing U-Factor
R value of ductwork
A/C SEER Rating
Protection AgainstSubterracnean Termites
Chemical Termiticide Treatment (Soil Treatment)
❑ Chemical Termiticide Treatment (Field Applied Wood Treatment)
® Physical Barriers
® Other
*Verifleation of Application shall be submitted to the -C-1ty of College Station
Building Department prior to issuance of the CertMeate of Occupancy.
r
4
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# x _ 2 30-7
V
DATE:
BUILDING ADDRESS:1
(I &,ve L&.Lo(f Ave
-
I. Foundation Requirements- Minimum City Foundation Standards
NA/
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
II. Framing: Floor, Wall, Ceiling and Roof Requirements
N`
A.
Girder or sill dimensions, grade & species
B.
Floor joist size, spacing, grade & direction of span indicted on plans
C.
Treated sill plate or bottom plate
D.
Tenant separation in duplex
OK
1. One -hour rated extending to roof deck
OK
E.
Header sizes indicated on plans
N
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, rade 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
14
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only
S. All walls within 3' of property line to have protected openings.
III. Stairway Requirements
OK
OK
A. Stairway Details
F(
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
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:
NA/
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
4
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)
Vill. 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
NA/
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."
AIX
PLANS EXAMINER
,�,o-7
DATE
ngineering, LLC
401 S. CLAY
July 6, 2007
Classic Century Homes
5001 Hwy. 287 South
Arlington, TX 76017
TX 75119
The following post -tensioned foundation plans are herein authorized for construction at the address and legal
description shown below.
Lot Bilk Subdivision Address City
County
33 9 Dove Crossing 911 Dove Landing Av. College Station Brazos
State
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 (GRAB) Publication 33, and accepted engineering practice.
If you have any questions, please call me at 972-878-3647.
PTF0707022
Sinc el ,
r K�bFr
A. G. MEDONA .•�
..........�.50995
71612007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com
0
0
55.15'
o0
�-4
r-
I
I
I
10' P.U.E
20' BL
- - - - - - - - - -
I
I
I
ONE STORY
SINGLE FAMILY
a
BRICK RESIDENCE
a
w
PLAN # 160300
w
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7'-7"
39'-10"
I
I
I
I
L-
-
---
18' CONC.
DRIVEWAY
N
5' P.U.E
55.15'
7'-8 13/16"
25' BL
911 DOVE LANDING AVENUE
LOT 33, BLOCK 9
DOVE CROSSING SUBDIVISION
COLLEGE STATION, BRAZOS CO.
TX
FLATWORK 858 SQ/FT
GRASS 205 YARDS
55.15'
10' P.U.E
— — — —7 — — — — — — — — — — — —
oo
Zo
ONE STORY
SINGLE FAMILY
BRICK RESIDENCE
PLAN # 1603
� � o
00
N
7'-7" 39'-10"
7'-8 13/16"
---- 5' P.U.E
18' CONC.
4UVEWAY
55.15'
911 DOVE LANDING AVENUE
LOT 33, BLOCK 9
DOVE CROSSING SUBDIVISION
COLLEGE STATION, BRAZOS CO.
TX
FLATWORK 858 SQ/FT
GRASS 205 YARDS
PROVIDE STEEL LINTELS AT ALL
MASONARY OPENINGS AS REQUIRED
WIM
z
oo
C .2
-
�y00
DOUBLE 2- Y X T DL 1/1
ROWLOCK W/ 4' x TAR TR Y x 1'6" AR TR
TO SURROUND WINDOWS
16'x T OVHD
PLAN # 1603
la sic
ADDRESS 911 DOVE LANDING AV
LOT 33 Century
BLK 1 19 " um es
SUBDIVISION DOVE CROSSING 61eH19 Home Own<WpAff.,dble
BRICK QUOINS
W V PROJECTION
NOTE:
J.pel
1) SHADED WALLS TO 2"
x 6" FOR PLUMBING
2) ALL HEADER HEIGHTS
TO BE 6'10" UNLESS OTHERWISE
NOTED
�GL
3) PROVIDET
GLASS W NEEDED
39' 10"
15' 11"
14' 5"
r 9' 6"
7' 5" 3' 0" 3' 6" 2' 0"
2' 2" 10' 1" 2' 2"
3' 4" 6' 2"
3'0'xs 0' TV.F0'
3'0'x SO' YJ 5(•
4'0's 4'
7 8'
^✓
_____________________________
/a
a0
14'5"
N_6'5'
N15'11"
c? LIVING
MSTR SUITES
8'-Io•CLG
8'- ioCLG
cl
w
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[V
TB' a
zIr
7L 0-
-
8 ' 5 15132" T 5 17/32"
3' 8"
7' 9"
4' 6" 8-0-
`v
42"
O•
BDRM 2=
N
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6
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bi b
-
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6' • ao
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________________________
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L rl in 10'CLG
U) W CLG
CO
U
r io in
Bo
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7 8• CLG
14' 3" e' cLc
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N
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2' 3"
11' 6"
o
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i cCEss GARAGE
`-----'
8' ac
FOOTAGE
LIVING 1603
GARAGE 424
N
PORCH 16
N
TOTAL 2043
--- ----
-------------------------------------•
SEE ELEVATIONS FOR COPYRIGHT 2000
INDOWS SIZE AND LOCATI N F ED BURRIS & CCH
14' 6" 4' 6" 20' 10"
9' 10"
PLAN # 1603
Cassic
ADDRESS 911 DOVE LANDING AV
LOT 33 Century
BLK 9 Homes
SUBDIVISION DOVE CROSSING H..�N� �d
N
J ;!
NOTE:
1) SHADED WALLS TO 2" x roll FOR PLUMBING
2) ALL HEADER HEIGHTS TO BE 6'10" UNLESS OTHERWISE NOTED
3) FROVIDE TEMPERED CLASS WHERE NEEDS
39' 10"
15'11" 14'5"
7' 5" 3' 0" 3' 6" 2' 0" 2' 2" 10, 1"
1� 1 -1
x50• 3.0'x6'0- T0•x5w
re
----------------------------
15' 11"
i LIVING
8'-1U• CLG
14' 5"
MSTR SUITE;
8' - 10• CLG
9, 6„
2' 2- 3' 4" 6' 2"
50• Q0'x 4'0'
3' 1" 6'
70 2'0' C
r 8- r FFr
12' 6"
8' 5 15132" 7' 5 17/32" 3' 8" 7' 810.
a•
BDRM Z6
8'CLG
`Sil I I `tie. 4 (Or'Ir 8'CLG aD
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n. � ),
KITCHEN 1 ��
�� II 8'-10'CLG 'tie
10' CLG
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8' CLG
14'
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2' 3"
11' 6"
ih
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1 Sd""A"n` 1 GARAGE
1 ACCESS 1
8' CLG
FOOTAGE
LIVING 1603
GARAGE 424
04 PORCH 16
TOTAL 2043
,FOR COPYRIGHT 2000
_OCATI N F ED BURRIS & CCH
ADDRESS 911 DOVE LANDING AV
LOT 33
BLK 9
SUBDMSION DOVE CROSSING
u
Century
Homes
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ELEVATION
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@ 8:12
ELEVATION
SIDING TO BE
ALL TEMPLE BRAND
HARD BOARD
ELEVATION
oe PLAN #
1603
lassie
Century
Homes
ADDRESS
DOVE LANDING AV
LOT
331
BLK
9
SUBDIVISION
DOVE CROSSING
�f^�^Y��omr0.»enhpA®,rbr
1) Foundation anchor bolts at
6'0" o.c. as per 2000 IRC
sec. R403.1.6
2) All framing and structural
design to meet 90 m.p.h.
wind criteria as per sec.
R301.2.1 and table R301.2(4)
2000 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 coper only as per sec. R323.3
4) Provide hand rails on all stairs/steps
with a minimum of 2 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 3/4" 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.
Electrical
ceiling fan spotlights I
fluorescent fixture
o
pot light
vanity bar light
®
fan
light
6
outlet
6
outlet 220v
&
outlet gfi
s
smoke detector
$
switch
g,
switch 3 way
NOTE: 1) Lighting on stair to conect from switch ® top to
light mounted on wall 6 middle of stairs to switch
Q 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 HVAC unit for
service with switch.
PLAN # 1603 ELECTRICAL PLAN
ADDRESS
LOT
BLK
lassie
Century
Homes
SUBDIVISION
II ni.u„�x..,.o.•....na,w.e.u. II
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ALL SL,B DIRIE}641NSTNIIXNES¢EB.
n1 l—roaCENEYT N tlE DLTE4NI .,
♦ 4 yI"' FNou0Xa
TYPICAL ROOF
SHINGLES
in' PLYWOOD SHEATHING
c/u "H' CLIPS
MIN. 2*X6' RAFTERS i 24' o.c.
BATT INSULATION
CONTINUOUS AIR VENT BAFFLES
.24. o.c. ROOF PI'
END AT RIDGE TO BE INSTALLED r
SO THAT AIR FLOW 15 NOT I IOVERNAN II/'
RESTRICTED MAX.
DECKING
WOOD FASCIA
SOFFIT MATERIAL
TYPICAL BRICK EXTERIOR WALL
FACE BRICK
I' AIR SPACE
IR' SHEATHING
2'N4' STUDS c I6' o.c.
BAn INSULATION CITY OF LOCKHART
W SHEETROCK TYPICAL ROOF OVERHANG DETAIL
IaxT eo,r M
rx+artroMnnTETREA
TOP VIEW dR
tlTENUICETLNEPLlATfI6NF.LBY
CHIMNEY CAP
LUE CHIMNEY
2X4 BAND I CAP
' / - _ `A 2X4 BAND
2X4 FRAM G - -
MEMBER P�4T
� 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) A0 framing and structural
design to meet 90 m.p.h.
wind Criteria as per BCC.
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 galv. 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 sPm
NOT
per sec. R703.7A.I and weep boles
al a maximum of 33" o.c. as per HANDRAIL I IN' MIN.
sec. R703.7.6. To2wWXsM.
------------------------------
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STAIR DETAIL IRC 2003
1 21411 1 101 Olt MIN.
In,
RETURN ENosm
N'ALL OR Pn.R
18" FLOOR SYSTEM
(3)2x12 STRINGERS
F
51 " TYPE DRYWALL x
UNDER STAIR STRINGERS
U
HANDRAIL Q 34"-38" MAX.
FIRST FLOOR
lassic
Century
Homes
Area Calculator:
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Window
Name
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Commeniss/
Description
ammulled
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Window Area Total: 160.81
07/05/07 17:33:43 1 /1
Area Calculator:
Assembly Type
Description
Door Area Total: 55.56
1/1
FRONT VIEW
SIMPSON LSTA21 OR CS20 (ATTACH TO
FRAMING ON OPPOSITE SIDES OF
SHEATHING) TYPICAL BOTH SIDES OF
3" GRID PATTERN 8d 116" MIN.' OPENING.
COMMON NAILS TO
HEADER
HEADER CLEAR SPAN 16'
(BETWEEN 6' TO 181)
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J 2• #4 BARS VERTICALLY
DETAIL "A" DETAIL "Al'I SPACED @12'O.C. AS SLAB ORRM°BOARD
N REQUIRED PER BEAM
DETAIL "E" DEPTH' CHAIR
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BRICKLEDGE WHEN #4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE ¢ ,i •; f
✓ ✓ APPLICABLE FOUNDATION FOOT PRINT AREA 701NSURE
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THAT SETTLEMENT DOES NOT OCCUR. THE J
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Y_ SLAB STRANDS -` SLAB STRANDS y 'e• SLAB STRANDS CHAIR LAYOUT
•'' e` I ' ' WHERE APPLICABLE WHERE APPLICABLE �i WHERE APPLICABLE
s ' 2-#5 BARS ...DN:'• #4 BARS @12'
BEAM STRAND 1 ' O.C.E.W. #4 BAR
WHERE BEAM STRAND DRAPE BEAM SLAB STRANDS
• APPLICABLE WHERE p .� STRAND SHEATHING CUT BACK BEHIND ANCHOR
APPLICABLE WHEN INDICATED CARE NSuRSHOULD BE TAKEN TO
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TENDON INSTALLATION
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r Z 1-#4BACK UPBAR AT STRESSING -END
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m SIN
ro Z : , i;' 1 • #4 6ACK UP BAR SLAB STRAND
CHAIR CHAIR, CHAIR F-
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WHERE APPLICABLE GRADE WHERE APPLICABLE Z - SLAB STRANDS •a I�
Y
. • ro ai _ RE APPLICABLE
DRAPE BEAM STRAND : , , ; 2- #5 BARS WHERE CHAIR
WHEN INDICATED " ° r'' ' #4 BARS @ 12 - '
ON PLAN, TYPICAL DRAPE BEAM r� .. O.C.E.W. •.•.g� a .•' SLAB STRAND CUT PLASTIC
STRAND TOP OF p pn yl p WHEN INDICATED GRADE •, i; DRAPE BEAM BEAM WOOD HERE
r" ON PLAN, TYPICAL STRAND 3'-0' MAX .W BEAM STRAND EXCAVATION FORM
WHEN INDICATED I AS SPECIFIED
M ON PLAN, TYPICAL
aLl 1- #4 FOR L = 14.OR LESS
DETAIL " C " DETAIL " C1 W" 2-#4FOR I=1STO2S COMPLETED
" o Sid NOTE: DETAIL "F" 3- #4 FOR L = 2C TO 36
'CAN BE STRESSING -END INSTALLATION
BRICKLEDGE WHEN DETAIL "F" SUBSFOR DTITAILD- ". DETAIL "F1"
APPLICABLE
B 'S' STRAND AS
3# TYp. ✓ ,. BAP CIKLLEEBDGE WHEN SHOWN ON PLAN 1}' MIN.
Tn FIXED END PLASTIC
1- #4 BACK UP BAR y ANCH SRO LE
SHEATHING
i CHAIR 3# •7
`j CUSHION CHAIR _ p m
SAND, TYP. ,+ CHAIR 10' - 12'
70P OF POST -TENSION STRANDS SLAB STRANDS STRIP SHEATHING " - m /� ,`E
GRADE WHEN INDICATED �?�" ' WHERE APPLICABLE SLAB STRANDS -
1 ON PLAN, TYPICAL WHERE APPLICABLE 20d NAIL
STIRRUPS
STIRRUPS #4 BARS @ 12 'BS' STRAND AS (MIN.)
- O.C.E.W. 2 x D TYPICAL SHOWN ON PLAN
WHEN SPECIFIED WHEN SPECIFIED / FIXED -END (DEAD-END)
s L WHEN (2) °BS' STRANDS ARE L
N e DRAPE BEAM #3 STAKES AS REQUIRED ED IN THE BEAM, WOOD
TEEBSISTRA DSTOGETHER FORM INSTALLATION
1' `T #4 BARS OT 3- #4 BARS y WHEN INDICATED CLEARANCE FROM THE
TOP 8 BOTTOM. TOP 8 BOTTOM. p t' J� ON PLAN, TYPICAL AND INSTALL SIDE BY SIDE TOP VIEW
�Gp BOTTOM OF THE BEAM AS A SINGLE'BS' STRAND.
1'L5 54° MAX. SPACING INSTALL ANCHORS SIDE BY SIDE
DETAIL"D" DETAIL"H" DETAIL"M" BEAM STRAND S"BSBDETAIL STANDARD DETAILS
i
co
u)
6" 5 SPACES @ 3'-10" ± 5 SPACES @ 3'-11" ± 6" ZZOLOLOdld
NOTES:
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLID g* ••_ �. , eJ o oz
ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDE z 0009
A MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN
FOUNDATION SITE CONTAIINS FILL (MAX. 3'-0'), THE DEEPEN IL
I� I� (` d 1� O O O O O O O O BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. O : �1i : a W
d' (A �t d' (n d CO (n co (O (n (O co co !n Q
(n co fA (A m M (A Cn m M M m (n M M m zo FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE �'• :"•�t,�;6V
a
S42 CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS ±6��.• ; a ; •Q'
INTO THE DESIGN. •'•� rn g w
E I I I I I I Pill
BS43 2. 3000 PSI, CONCRETE SLAB. �1� o cj
U3. 4" OF CUSHION SAND UNDER CONCRETE SLAB ISS42 RECOMMENDED.
4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER
o I I BENEATH SLAB AREA. z
I
5. ALL STRANDS 1/2" DIA. - 270 K
i I I I I II----
S42 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID O Cn ccooc7 UNLESS ACCOMPANIED BY A LETTER FROM AGTM W Z
L — _ _ _ _ — — _ -i L _ _ _ _ _ _ - - J L- _ _ _ _ - _ _ J LL _ _ gS43 ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q�/�r--------� r--------� r------—� r — LOT& BLOCK, OR ADDRESS.I I S42 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z O OWZ
II I IA DISCRETION. CIDC) MUQO
I8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O � °0 >ZNI I I I o IS42 SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY L L � r O r O_ O
W-11" 1 I I W-6" III 10'-0 III +I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY N Z Z
? OWNER/GENERAL CONTRACTOR. Z Z • O Z O pp
I I I I I I I I co Q g
I I I I I I S42 8. AT CONTRACTORS OPTION, LIVE END AND DEAD END O W I-- Z Z CA m
W -
L________J L-_____ _J L__-__ _J L__-____ J REVERSAL IS PERMITTED. 01: Z W z�>Z
r--------� r------ --j r---- _ --i r------- BS43 W 10. AT CONTRACTORS OPTION, BRICK LEDGE MAYBE (%� LL ..00
I I I I I I S42 Q INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. Z V p � J F'
A 1 ii B 11 ii i � W��na¢ am��
I I I I I I I I 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE U Q M W
I I I I I I AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF J Z
o S42 THE FOUNDATION AND SLOPE AWAY FROM THE V OU p W
I II II b II I
I I I I I I I I FOUNDATION A MINIMUM OF 3" IN 5'-0". J J
1 II I II I O O
11 I I 11 S42 12. VIBRATE CONCRETE @ ALLCABLE LOCATIONS Q„ O U
L___-____J L__-_____ L______ _J L-______- J gS43 ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE
r--------� r------- r------ --i r---------�
ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
I I I I 1 1 I TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING
S42 w
I I I I I I I I CABLE STRESSING. = r U- N
I I I D OP I I I I I 13. THE FOLLOWING SYMBOL INDICATES DROP IN W O
1 I I I I I I I FOUNDATION. THE AMOUNT OF DROP AND EXACT c
I I I w S42 LOCATION IS TO BE DETERMINED BY PLAN OR AS N
I I I o I I I I DIRECTED BY OWNER/CONTRACTOR, O
LL
L------ DRo� --- I S42 a~.
L--- --- -i L --
--- --- , --I -----_ --� r------� BS43
I — I
H a ' FOUNDATION: o
o S23 co C t1 1. THICKNESS T= 4" 0
3- #4 I3AR!jj ► I I I `7 2. BEAM WIDTH W= 10" m
6'-8" TYP, ► 1 S23 co 3. BEAM DEPTH D= 33"
L------ --I L------- - @� 0
BS24 W 4. AREA = 2058 SQ. FT.
r------ --i r------- 7 w
1 I S23 Q 5. EST. CONCRETE = 70 YRDS. } J
C I I I cn o m ~
� z Q
I 0D i i I S23 `n o o C
L-- --- J L - -- I S23 m U
O - STEEL REQUIRED. SEE DETAILS 11 LL. E
BS24 °
DIAGONAL: A zO C Q ��.
70'-7 5/8" g .� z to � S
39-10 .0 W � ^ �
CAUTION: IN THE EVENT THAT ACABLE C O�
PASSES THROUGH A PLUMBING OPENING, *CAUTION: VIBRATE ALL CABLE LIVE G m
MOVE CABLE TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. W r � W U J
CABLE SPACING CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY Q V g
NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLESTRANDS w
GREATER THAN 60O.C. COME TOGETHER