HomeMy WebLinkAboutADDN2008-01660I
City of College Station
1101 TEXAS AVENUE
COLLEGE STATION TX 77840
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . .
Parcel Number . . . . .
Property Address . . .
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . .
Owner . . . . . . . . .
Contractor . . . . . .
Application number
Description of Work
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved
8/07/08
367000-0001-0280
1718 BOARDWALK CT
COLLEGE STATION TX 77840
KAPCHINSKI
KAPCHINSKI, BLOCK 1, LOT 28R
PLANNED DEVL DISTRICT
JAFFAR, ALI
R.A.I . DESIGNS INC
979 846-3366
08-00001660 000 000
RESIDENTIAL, ADDITION
COMBUSTIBLE (UNPROTECTED)
RESIDENTIAL-SFR/DUPLEX
(% � ftwA'
Buildi-nt
rofficial
VOID UNLESS SIGNED BY BUILDING OFFICIAL
MTL. RIDGE
CAP
COMPOSITE
SHINGLES
MTL. FASCIA
BRICK SOLDIER
COURSE
R-PANEL
CEILING
R-30
INSULATION
FACE BRICK
ZSECTION A
SCALE: 3/16' . 1'-0'
AREA SUMMARY
'OTAL A/C 400 SF
-ERNETER 80'-10"
CTAL SLAB 400 SF
A-6
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116k
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ELECTRICAL LEGEND
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1 110 VOLT OUTLET
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220 VOLT OUTLET
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WALL -HUNG LIGHT
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3-WAY SWITCH
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3-WAY DIMMER SWITCH
FLORESCENT
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L
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DOORBELL
DOORBELLCHIME
7
TELEPHONE JACK
S 'D.
SMOKE DETECTOR
WALL MOUNTED
TELEPHONE JACK
'CAT-S"
TELEPHONE JACK
R
A/C P.
®
CABLE TV JACK
GAS LINE
"RG-6" CABLE TV JACK
®
SPEAKER WIRE
'ELECTRICIAN TO ABIDE BY ALL FEDERAL, STATE, AND LOCAL CODES
•ALL ELECTRICAL TO BE HOUSED IN METAL CONDUIT
lei ' O Gr a O
O
COMPACTED
SELECT FILL ..........
P.I. < 15
AN
• 6 MIL. POLYETH. �r�l
"VAPOR BARRIER — — a
#3's @ l'-( -I I =I EI I=I I
O.C.E.W.�-
" #3 STIRRUPS _I I I h 4--- _
@ 36" O.C. —------------ '
2'-0' DEEP BEAM: 1'-2" OR AS
246's T&B REQUIRED BY
LOCAL CODE
41NTERIOR BEAM DETAIL
SCALE:
#3's @ V-0
O.C.E.W.
6 MIL. POL
VAPOR BP
#3 STIRRL
cQ 36' O.0
COMPACT
SELECT FI
P.I. < 15
7-8' DEEP
2-#6's T&B
V-2" OR AS
REQUIRED BY
LOCAL CODE
5 EXTERIOR BEAM DETAIL
SCALE: 1 /2'=1'-0'
/7 I- s`►
5
i
THIS DRAWING WAS NOT DESIGNED BY AN ENGINEERING OR AN
ARCHITECTURAL FIRM, A LICENSED PROFESSIONAL ENGINEER
SHOULD BE CONSULTED REGUARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT
ON THE DRAWING, THEN THE 'ENGINEER OF RECORD' SHALL
BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN.
RAI. SHALL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL
DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGUARDING
THE DESIGN.
DEPENDING ON MATERIAL USED BY BUILDER, 5.10 BRICK LEDGE
MAY BE DELETED IF NEEDED
FOUNDATION CONSTRUCTION
GRADE BEAM EXCAVATIONS SHALL BE PLUMB, NEAT AND
THOROUGHLY CLE
ANED. CONCRETE SHALL BE PLACED
IMMEDIATELY AFTER EACH POUR SECTION HAS BEEN PREPARED.
CONCRETE
-ALL STRUCTURAL CONCRETE SHALL BE NORMAL -WEIGHT WITH
A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI.
CONCRETE MIX SHALL CONTAIN 5 SACKS OF CEMENT PER CUBIC
YARD (MINIMUM) AND 7 GALLONS OF WATER PER SACK OF
CEMENT (MINIMUM). ALL CONCRETE WORK SHALL CONFORM
TO ACI 318.
ALL REINFORCING BARS SHALL BE ASTM A616 GRADE 60
(EXCEPT 93 BARS GRADE 40). DETAILING, FABRICATING AND
PLACEMENT SHALL CONFORM TO THE ACI DETAILING MANUAL
AND ACI 318. LAP CONTINUOUS BARS 40 DIAMETERS AT SPLICES.
CONCRETE PROTECTION FOR REINFORCEMENT(COVER)SHALL
BE AS FOLLOWS.
2' TOP FOR SLAB ON GRADE
1 1? TOP FOR GRADE BEAMS
2' CAST AGAINST FORMS
3' CAST AGAINST SOIL
PROVIDE SUPPORT CHARS FOR ALL REINFORCING STEEL
INSTALL #5 " 4'-0' USHAPED BARS TOP AND BOTTOM IN
EXPOSED FACE OF EXTERIOR GRADE BEAM CORNERS.
MISCELLANEOUS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO:
01 EXAMINE ALL DRAWINGS FOR FLOOR ELEVATIONS, CURBS,
SLOPES DEPRESSED FLOOR AREAS AND EMBEDDED ITEMS.
02 COMPARE ARCHITECTURAL AND STRUCTURAL SECTIONS AND
REPORT ALL DISCREPANCIES TO THE DESIGNER PRIOR TO
FABRICATING OR INSTALLING STRUCTURAL WORK
03 VERIFY DIMENSIONS PRIOR TO STARTING WORK
THESE DRAWINGS DO NOT INCLUDE ALL COMPONENTS NOR
PROCEDURES NECESSARY FOR CONSTRUCTION SAFETY, SUCH
ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
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SCALE: 1f r - 1'.4-
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FINISHED
FLOOR
2RIGHT ELEVATION
SCALE: 1/4- 1'-0'
1 FRONT ELEVATION
SCALE: 1/4' - 1'-O'
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FLOOR
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1 LEFT ELEVATION
SCALE: 1/4• - V-W
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-
JOIST
r 2X4 BLOCK RAISES
RAISED BEAM
ABOVE JOIST SET.
RAISED BEAM: RAISED
DROP BEAM: DROP BEAM
_ - - - _ _
ABOVE CEILING, (2)2x9
INTRUDES INTO HEATED
NAILED TOGETHER PRIOR
SPACE. SEE PLANS FOR
TO INSTALLATION. THIS IS
SPECIFICS. CAN CARRY
THE SAME MATERIAL
JOIST 8 ROOF LOAD.
USED FOR THIS JOIST
FLUSH BEAM: FLUSH WITH
CEILING JOIST
SET. CAN BE USED TO
CEILING SEE PLANS FOR
RESTS ON WALL
BRACE ROOF.
SPECIFICS. USED TO HANG JOIST
TOP PLATE.
SETS ON, DO NOT BRACE TO A
FLUSH BEAM.
DROP BEAM DETAIL
FLUSH BEAM DETAIL
RAISED BEAM DETAIL
1 OBEAM DETAILS
WINDER STAIRS:
TREADS A MINIMUM 6" ON
5 i/2' MIN
NARROW EDGE
HANDRAILS (34-38') FROM
TREAD WIDTH 12' FROM
LEADING EDGE OF
NARROW EDGE MIN 9"
TREAD VERTICALLY TO
HANDRAIL
2 X 10 TREADS
36'
FRONT OF TREAD TO
BE FLUSH W/ RISER
NO OVERHAN
\ GUARDRAIL
2 X 121t2 STRINGER
j INTERMEDIATE
RAIL & SPACING
3-1- SHALL PREVENT
2 X 8 RISERS
PASSAGE OF A 4'
SPHERE
5 STAIR & RAIL DETAIL
2x4x20 UTIL.
rO
1X2 O
FJRW OR KDAT O
7/16' OSB DECKING
15# FELT PAPER
2 X 4 DOUBLE TOP PLATE-
2 X 4 #3 BLOCKING —1
1 X 8 HARDI-FASCIA
NAILED TO LOOKOUTS��
BRICK SOLDIER COURSE
3/4' FOIL BACK SHEATHING -
FACE BRICK
2X4STUDSC16'O.C.
METAL WALL TIES TO BE
22 GA. X 1" NON CORROSIVE
METAL 24" O.C. EVERY
STH COI�RSE (TYP.)
TREATED 2X4 BOTTOM PLATE
WEEP HOLES 0 38- O.C. —
2x4S1
2X6#3
2 X 4 LOOKOUT
1 X 2 F.J.R.W. OR KDAT.
318' HARDISOFFIT
1/2' GYP BOARD-
BATT INSULATION
1 TYP. ONE STORY SECT.
z ,-
TYPICAL 2 X 4 STUD
2 X 4 NAILERS 0 12' C
UTIL FROM DROPS
61NTERIOR "T" DETAIL
RIOGE BEAM
RIDGE BRACE
TO WALL
RAISED BEAM
2 X 4 rq COLLAR 71E ® 48' O.0
2 X 4 BRACE
CEILING JOIST
#2 YP OR SPF
CAULK AROUND TUB
LASCO S AFTER GROUT IN
AURGIA II �\ COMPLETE
� I
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8' TILE ON 1
3 SIDES 4' BULLNd E TILE
ON 3 SIDE6
ACCESS 1
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TO FIT J
OPTIONAL TILE
SEE P.O. 8' TILE IN 1' i
FRONT OF ACCESS
TUB
7OPTIONAL TILE
77-77
/
2 X 6 RAFTER TIE
7N 8' OS8 DECKING
15# FELT PAPER
2 X 4 DOUBLE TC
PLATE, 20' UTIL.
2 X 4 LOOK
2 X 4 43 BLOCKIN
1 X 2 F.J.R.W. OR K.D
20' UTIL.
X 6 HARDI-FASCIA
3/8' HARD
NAILED TO LOOKOU
131f FELT PAPER
1f2' GYP. BOA
SIDING
BATT INSULATI GN
2X 4 STUDS @ 16' O.C.
2 X 4 TREATED BOTTOM
2x2 FJRW
OR KDAT Y
M
2 X 4 STUD
2 X 4 STUD
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8
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2 X 8 TREATED TRIMMER —RICK
r ` ,�
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EXTERIOR 2 X 6 TREATED
2-2 X 12 W/ OSB FILLER
O�
TRIMMER W/ SIDING EXT.
2X8 TRIMMER
FROM/4R2x4 UTIL
WIBRICK
V 3
�� 7�'�� ��
EXTERIOR 2 X 6
3
/
TR
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SIDI NGEEXT./
9GARAGE DOOR HEADER DETAIL
xxe: ,m , m
11Q FJRW
\OR KDAT FRIEZE
OR KDAT
A
8 EXTERIOR HARDI-PLANK DETAIL
.,•a
2 SECTION -COFFERED CEILING @ EXT. WALL
I--
'LLET IN 1x4's I CORNERS
& WINDOWS EFORE INSTALLING
HARDI-PLANK, BUT AFTER
INSTALLING HARD[ -PANEL.
2-16d
RAFTER
2 X 443 UTIL. 29
2 X 6-#3 PURLIN
2.16d
2 X 4 KNEE BRACE
16d TO RAISED BEAM
24' O.C. OR WALL
2 X 4 #3 UTIL. 20'
3 PURLIN DETAIL "A"
JOISTS
1. CUT PURLIN BRACE BIRD MOUTH TO FIT
PURLIN ANGLE
2. PURLIN TO BE ® RIGHT ANGLE TO RAFTER
3. DO NOT PRESUILD -r BRACE, INSTALL 2 X 4
BRACE FIRST, THEN JAMB 2 X 4 AGAINST
RAFTER & NAIL TO KNEE BRACE
2-16d
RAFTER
2 X 443 UTIL. 20'
2 X S43 PURLIN
2-16d
2 X 4 KNEE BRACE
TO RAISED BEAM
16d
24' O.C. 2 X 4 #3 UTIL. 29
4PURL.IN DETAIL B'A
N 51 015'40" E - - _ _ N 51 o10'19" E
121.15' _ - - - - 52.54' 17.17'
I17
----------- f j.:! 5 ' ETBACK--------— — — — — — — — — — — — — — II �
24'-103" I / - - -
149'-0"
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197.15 � D °
BRIVE
START OF
NEW DRIVE
F.S. KAPCHINSKI SUBDIVISION
LOT - 28
BLOCK - 1
1 SITE PLAN
SCALE: ,,,e. = V-0.
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BUILDING PERMIT
CITY OF COLLEGE,_STAJ ION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Application Number . . . . .
Application pin number . . .
Property Address . . . . . .
Property ID:
R #.
Application type description
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . .
Application valuation . . . .
08-00001660 Date 6/04/08
390100
1624 PARK PLACE B
367000-0001-0230
R30398
RESIDENTIAL, ADDITION
KAPCHINSKI
RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
45000
Owner Contractor
JAFFAR, ALI
R.A.I . DESIGNS INC
DBA IMA ENTERPRISES
4500 CARTER CREEK
#203
5727 RICHMOND AVE APT
202 BRYAN
TX 77802
DALLAS
TX 752056865 (979) 846-3366
--- Structure Information
000 000 INLAW QUARTERS
Construction Type . .
. . . COMBUSTIBLE (UNPROTECTED)
Occupancy Type . . .
. . . RESIDENTIAL-SFR/DUPLEX
Other struct info . .
. . . A/C SEER RATING
13.00
CEILING 1 R VAL. (FLAT)
30.00
CEILING 2 R VAL-NO ATTIC
19.00
DUCT R VALUE
6.00
EXTERIOR WALL TYPE
BRICK
IMPACT/PRORATA FEES PAID
NA
FOUNDATION TYPE
SLAB
TYPE OF GARAGE (ATT/DET)
NA
GLAZING
9.00
GLAZING U-FACTOR
.65
HEATED AREA
400.00
INTERIOR WALL TYPE
SHEETROCK
NUMBER OF BATHROOMS
1.00
NUMBER OF BEDROOMS
1.00
EXTERIOR WALL INSUL R VAL
13.00
GLAZING SHGC
.40
SEWER TYPE
PUBLIC
TRAFFIC IMPACT ANAL (TAZ)
288.00
----------------------------------------------------------------------------
Permit . . . . . .
BUILDING PERMIT
Additional desc . .
GS
Permit pin number .
577569
Permit Fee . . . .
235.00 Plan Check Fee
.00
Issue Date . . . .
6/04/08 Valuation . . .
. 45000
Expiration Date . .
12/01/08
-----------------------------------------------
BUILDING DEPT REPRESENTATIVE:
----- Z_
APPLICANT: Gn
0
BUILDING PERMIT
CITY OF COLLEGE STA'T.'ION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Page 2
Application Number . . . . . 08-00001660 Date 6/04/08
Application pin number . . . 390100
Qty Unit Charge Per Extension
BASE FEE 15.00
44.00 5.0000 THOU BLDG, VAL 1001-50000 220.00
----------------------------------------------------------------------------
Special Notes and Comments
-Must provide PRIOR TO C/O a shared maintenance easement
agreement or a legally filed document for the shared access
that crosses the property line.
-This Structure should be utilized under the provisions of
Article 6.4 B,5 of the UDO
-Narrow Wall Bracing Fully Sheathed
*ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING
UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTERS)
*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
*Assure Proper GFI Locations, Including One Within 25' Of
Outside A/C Unit
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 . . . . . 08-00001660 Date 6/04/08
Application pin number . . . 390100
----------------------------------------------------------------------------
Special Notes and Comments
*PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO
BE ELEVATED TO ALLOW FOR ATTIC INSULATION
*Wall and Ceiling Insulation are as follows respectively.
If Wall to Window Ratio is up to 15% the Values Shall be
R-13 and R-30, above 15% the Ceiling Insulation is Increased
to R-38.
*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 RESIDENTIAL DRIVEWAY WIDTH MEASURED
AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12'
*DRIVEWAY DISTANCE FROM CORNER: "NO RESIDENTIAL DRIVEWAY
SHALL BE CONSTRUCTED WITHIN TWENTY FEET (201) OF THE
CORNER OF A STREET INTERSECTION. THIS MEASUREMENT
SHALL BE TAKEN FROM THE INTERSECTION OF PROPERTY LINES
AT THE CORNER." ALSO NOTHING SHALL BE CONSTRUCTED IN
THIS TRIANGLE TO IMPAIR VEHICLE DRIVERS VISION.
*MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET
NARROW WALL BRACING REQUIREMENTS PER CODE SECTION R602.10 IN
2006 IRC
*ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN OR
HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE
UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR
COVER-UP. A SPECIAL "APA" NAILING PATTERN INSPECTION SHALL
BE PERFORMED PRIOR TO FRAMING INSPECTION.
*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 TO BE VISIBLE FROM ROAD
*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
-------- ---- --------------- ------
------------ --- - -s'
BUILDING DEPT REPRESENTATIVE:---- -------------
APPLICANT: _ L_c
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 . . . . . 08-00001660 Date 6/04/08
Application pin number . . . 390100
----------------------------------------------------------------------------
Special Notes and Comments
*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/PORTA-CAN 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 GAI
N
lower.
*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
-------------------------------------------- ------ ---- -- ---.-----------
BUILDING DEPT REPRESENTATIVE:
APPLICANT: D.6&
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
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Page 5
Application Number . . . . . 08-00001660 Date 6/04/08
Application pin number . . . 390100
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Special Notes and Comments
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
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Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total
Plan Check Total
Grand Total
235.00 235.00 .00 .00
.00 .00 .00 .00
235.00 235.00 .00 .00
---------------------- ----- - ---------------
BUILDING DEPT REPRESENTATIVE: -----
APPLICANT: �Os c
a `' j
CITY OF CO f..Et:;E STATION
P(A#awgt3 L'nx SmwSen C.
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
Far Olflae Use Only
M
DATE: If- V2TRRCC RE�G(}' �J
APPLICATION # N , men
l en
TEMP POLE #
00111
ADDRESS/LOCATION: 1. —a L
LOT C71 BLOCK SUBDIVISION �� �. r-.6OC h l�'Isk S,h, -SEC/?PH
BUSINESS/OWNER NAME: A),- Ti ff er PHONE: 314 -1
CONTRACTOR/HOMEOWNER: 1"'� , A L O('�� J,06�J PHONE: 8 T(� ? 346
CONTACT PERSON FOR REVIEW COMMENTS: To Yi H 0 H I) C4 N( PHONE:
FAX: QQ9 / / J � G`
ELECTRICIAN: SIL d , t�f�.
ACCESSORY/STORAGE
ADDITION,
DEMOLITION (ASBESTOS SURVEY)
DUPLEX (LANDSCAPE PLANS REQUIRED)
LOCATION
RETAINING WALL
DESCRIPTION OF WORK:
i/
EMAIL: �.�VI iil-fCS l��/G! / G�C1 / u�'IiJ l`✓!�
PLUMBER: I f+ A 1- Iy li b e l-
GOOD CENTS (Residential only):
MOVING
NEW CONSTRUCTION*
PORTABLE STORAGE (RESIDENTIAL)
PORTABLE STORAGE (NON-RESIDENTIAL)
REMODEL/RENOVATION*
& ✓ e
RE -ROOF
SHELL ONLY
SLAB ONLY
SWIMMING POOL
TENT
N J'n r�n PROPOSED USE: f J i 0 Imo.- U n
V V
qo
e✓ STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL:
TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION NO. EABPRJ L
VALUATION: $ 45 On 0 TOTAL AREA: HEATED AREA:
(Cost of Ldbor and Materials)
PUBLIC SEWER NUMBER OF BEDROOMS:
SEPTIC/TREATMENT SYSTEM
h/4 SEWER TAP:
N WATER TAP:
OTHER TAP:
1/) EMP POLE
GARAGE TYPE
NZE
SIZE
SIZE
SINGLE
ATTACHED 71
SIGNATURE OF APPLICANT:
*If proposed work involves new com
commercial property, building elev ons are required.
..........................................................
Official Use Only
NUMBER OF BATHROOMS: I
INTERIOR WALL TYPE
EXTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
DOUBLE F-1
�
IESACHED lit I
TRIPLE
CARPORT
S Al �, i
/5 ,' a C. r-
.S l n b o,-) 6,,ei de
71
or facade improvements/renovations to an existing
Comments:
Onor NO
44of+- µfive 5ns xamine Zoning Official
� i`I{A S
i.t)
Energy Code Compliance Information
all
% Glazing of exterior walls "!
Insulation R value of exterior walls
Insulation R value of ceiling 1 (flat areas)
Insulation R value of ceiling 2 (vaulted areas/no attic)
Glazing SHGC (Solar Heat Gain Coefficient) • yo
Glazing U-Factor . 6 S-
R value of ductwork
A/C SEER Rating
Protection Against Subterranean Termites
Chemical Termiticide Treatment (Soil Treatment)
6
❑ Chemical Termiticide Treatment (Field Applied Wood Treatment)
❑ Physical Barriers
❑ Other
* Verification of Application shall be submitted to the City of College Station
Building Division prior to issuance of the Certificate of Occupancy.
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning cr Development Ser vices COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
PLAN REVIEW/PERMIT NUMBER#
DATE:
_ 3—v
BUILDING ADDRESS: Z(, ;zq 6
I. Foundation Requirements- Minimum City Foundation Standards
N
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 and Beam Reinforcement
F.
Protection Method used for Termites.
G.
Wood foundation details indicated
K
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
NA/
F.
Emergency bedroom egress
1. Exit direct to outside
2. Operable window
a. Twenty 20 inch clear width by twenty-four 24 inch clear height
b. Maximum sill height of forty-four 44 inches above finished floor
G.
Operable bathroom window required when mechanical ventilation is not provided
H.
Stud grade andspacing
I.
Exterior wall details
1. Sheathing indicated on plans for Wall Bracing
2. Moisture barrier indicated on plans
3. Exterior Wall Covering
J.
Roof framing Ian or elevation shown
K.
Ceiling joist size, spacing, grade and direction of span indicated on plans
L.
Attic access location and size indicated on plans
M.
Span exceeding code tables must be engineered
N.
Rafter size, spacing, roof slope & purlin bracing if required to reduces an
O.
Roof covering
P.
All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade &
location indicated on plans
Q.
Tempered Glass required in all hazardous locations
R.
S.
18" Overhangs allowed on zero lot line, non-combustible perforated soffit only
All walls within 3' of property line to have protected openings.
40g0l<
A/OK
V
(*//qq44
CITY OF COLLEGE STATION
Planning d Development Service;
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
III. Stairway Requirements
A. Stairway Details
OK
1. Maximum riser height 7-3/4 inches
2. Minimum tread width 10 inches
3. Stairway risers are uniform 3/8" Max. difference
j
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
1
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
K
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 AIT
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
(*0Fq"
CITY OF COLLEGE STATION
Planning d Development Services
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
N K
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 WKI
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
NkM
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
Floodplain Regulations — Ordinance 1301
N
Does not block any water course or divert any flow
—9OK
Elevation certificate needed
"APPROVED PLANS PER IRC SECTION R106.3.1."
PLANS EXAMINER
DATE
} J 1
REScheck Software Version 4.0.1
Compliance Certificate
Project Title: Plan #452
Report Date: 06/02/08
Data filename: \\Mybookworid\public\Job Files\08-010 ALI\Documents\plan #452.rck
Energy Code:
2003 IECC
Location:
College Station, Texas
Construction Type:
Single Family
Glazing Area Percentage:
9%
Heating Degree Days:
1788
Construction Site: Owner/Agent:
Lot 28 Block 1 Ali Jaffer
F.S. Kapchinski Subdivision TX
College Station, TX 979 314-1333
Designer/Contractor:
John Rhodes
R.A.I. Designs, Inc.
TX
979-846-3366
Compliance: Passes Maximum UA: 273 ' Your Home UA: 215 —> 21.2% Better Than Code (UA)
Maximum SHGC: 0.40 0.40
Ceiling 1: Flat Ceiling or Scissor Truss:
Wall 1: Wood Frame, 16" o.c.:
Window 1: Metal Frame:Double Pane with Low-E:
SHGC: 0.40
Door 1: Solid:
Floor 1: Slab -On -Grade: Unheated:
Insulation depth: 0.0'
Furnace 1: Forced Hot Air: 81 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
452 30.0 0.0
16
771 13.0 0.0
56
66 0.650
43
20 0.500
10
86 0.0
90
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
REScheck Version 4.0.1 and to comply with the mandatory requirements list in the REScheck Inspection Checklist.
�0des dAl-� Co-Z-0
Name - Title Si ture Date
Plan #452
Page 1 of 1
Area Calculator:
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Window Area Total: 66.00
06/02/08 11:13:36 1/1
Area Calculator:
Description
Door Area Total: 20.00
06/02/08 11:13:36 1 /1
Area Calculator:
-AssemblyType
Comments/Description
Ceiling Area Total: 452.00
06/02/08 11:13:36 1/1
Area Calculator:
Assembly Type
Comments/Description
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Exterior Wall Area Total: 771.00
06/02/08 11:13:37 1/1
Area Calculator:
Assembly Type
MIMI
Comments/Description
Floor Area Total: 0.00
06/02/08 11:13:37 1/1