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HomeMy WebLinkAboutRES2007-033541.33►3% 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 . . . . . . 5/01/08 649100-0010-0150 110 PARK PLACE COLLEGE STATION TX 77840 WEST PARK (CS) WEST PARK (CS), BLOCK 1, LOT 1 5-16 (PTS OF) SINGLE FAMILY RESIDENTIAL SZABUNIEWICZ, MICHAEL VENABLE HOMES 979 224-3036 07-00003354 000 000 RESIDENTIAL, 1 UNIT DETACHED NEW COMBUSTIBLE (UNPROTECTED) RESIDENTIAL-SFR/DUPLEX clal VOID UNLESS SIGNED BY BUILDING OFFICIAL Customer Service Inspection Certificate, Name of PWS: City of College Station PWS I.D. # 0210002 Location of Service (J U1,Y S— Cl R r I ction !jervicewhere ' on contaminant hazards are suspected Major renovation or expansion of distribution facilities David Stone upon inspection of the private water distribution facilities connected to the afore mentioned public water supply do hereby certify that, to the best of my knowledge: (1) No direct connection between the public drinking water supply (2) Compliance Non —Compliance and a potential source of contamination exists. Potential sources of Contamination are isolated from the public water system by an air gap or an appropriate backflow prevention assembly in accordance with Commission regulations. (2) No cross -connection between the public drinking water supply and a private water system exists: Where an actual air gap is not maintained between the public water supply and a private water supply, an approved reduced pressure - zone backflow assembly is properly installed and a. service agreement exists for an annual inspection and testing by a certified backflow prevention assembly tester. (3) No connection exists which would allow the return of water used for condensing, cooling or industrial processes back to the public water supply. (4) No pipe or pipe fitting which contains more than 8.0% lead exists in private water distribution facilities installed on or after July 1, 1988. ' (5) No solder or flux which contains more than 0.2% lead exists in private water distribution facilities installed on or after July 1, 1988. I further certify that the following materials were used in the installation of the private water distribution facilities: Service lines: Lead Copper PVC Other Solder: Lead Lead -Free Solvent Weld Other I recognize that this document shall become a permanent record of the aforementioned Public Water System and that I am legally responsible for the validity of the information I have provided. Remarks: Signature of Inspector Plumbing Inspector Title Date I-2158 Registration Number T.P.I. Type of Registration * CERTIFICATE MUST BE KEPT FOR AT LEAST 10 YEARS * TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT VENAKE HOMES 110 PARK PLACE 1246 Percentage of I1 to be • • at 1..s locatiow. 1 1 . �� Type of Treatment: Full Partial XX Vertical XX Horizontal/Perimeter Beam—XX— A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (IF ANY) INCLUDING AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE- TREAT FOR TERMITE INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDITIONS THAT COULD DEVELOP AS A RESULT OF THE OWNER'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED. Charges for pre -treat: NOTES: Annual re-newal: $161 86 ,32129 PT: 1/3/2008 Ca or Techincian SPCB license # 32129 PT PREPARED 4/30/08, 8:00:37 INSPECTION TICKET PAGE 8 City of College Station INSPECTOR:, BUILDING INSPECTOR DATE 4/29/08 . - -- _. -------_----------------------------------- ADDRESS 110 PARK PLACE SUBDIV: WEST PARK (CS) CONTRACTOR VENABLE HOMES PHONE (979) 224-3036 OWNER SZABUNIEWICZ, MICHAEL PHONE PARCEL 649100-0010-0150 APPL NUMBER: 07-00003354 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 1/03/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 1/03/08 AP January 2, 2008 3:18:22 PM kwolfe. thursday afternoon O1/03/2008 02:41 PM RH PDA Strings up, slab ground installed. B115 01 2/06/08 DS BLDG, FRAMING TIME: 17:00 2/06/08 DP February 5, 2008 1:48:53 PM acarter. February 6, 2008 1:11:21 PM kwolfe. bedroom window seal to high - max 44 " B119' 02 2/08/08 DS BLDG, FRAMING TIME: 17:00 2/08/08 AP February 8, 2008 8:32:56 AM kwolfe. -B130 01 2/13/08 OC BLDG, INSULATION TIME: 17:00 2/13/08 AP February 12, 2008 8:57:09 AM kwolfe. wednesday morning B125 01 4/29/08 B BLDG, FINAL TIME: 17:00 April 29, 2008 4:39:51 PM glsouth. -=------------------------ d-------- COMMENTS AND NOTES -------------------------------------- ��j M x O a, o � COVER SHEET A-1 Qcl, Y X o u�z C T3 0 3 tr: U Z Zs ® 0 ® W NQ oc 0, 12 000 10 0.1 Q IIIII nm/I I I I 0. L PLATE HT. H W T-51 00 00 FINISHED �' w 00 FLOOR z� PLATE HT � --PLATE HT.CN v � oa " -100 ao 00 �g�ddd FINISHED_ _ _ _ _ 00 _ _ _ _ _ _ _ _ _ FINISHED FLOOR FFLOOR _ a e :4a � � 4z 1 FRONT ELEVATION E SCALNTS r C SHEET INDEX FOUNDATION S-2 PLANS A-3 ELEVATIONS A-4 ELECTRICAL PLAN A-5 COMPACTED T SELECT FILL --: ""_ ' • v . g----- :-- � P.I. < 15 � ---------- ,---------- 6 MIL. POLYETH. —' .-x� VAPOR BARRIER a #3's @ 1'-0" O.C.E.W. #3 STIRRUPS I._ ` @ 36- O.C. —------------ 7 . 71. 2'-0' DEEP BEAM: 1 1'-2' OR AS 246's TSB REQUIRED BY LOCAL CODE 21NTERIOR BEAM DETAIL SCALE: IQ-1'-0' ----------------------------- - r: ------- I O.C.E.W I-11I—III—IIIIt n 6 MIL. POLYETH. VAPOR BRIER AR I I i I 11=1 I Gil I I —III—III rl 117=I 1=I I- -: a I 'III=1 I —III—I COMPACTED SELECTa1 I FILL P.I. < 15 i l Pff #3 STIRRUPS @ 36' O.C. ----- ------ 7" 2'-8" DEEP BEAM: V-2" OR AS 246's T&B REQUIRED BY LOCAL CODE 3 EXTERIOR BEAM DETAIL SCALE: 1/2b1'-O' THIS DRAWING WAS NOT DESIGNED BY AN ENGINEERING OR AN ARCHITECTURAL FIRM. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGUARDING STRUCTURAL FRAMING AND FOUNDATION. SHWLD AN ENGINEERS SEAL BE PRESENT ON THE DRAWING, THEN THEENGINEER OF RECORD' SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RAI. SHALL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN ANDIOR ANY PROBLEMS THAT MAY ARISE REGUARDING THE DESIGN. DEPENDING ON MATERIAL USED BY BUILDER. e-1/I BRICK LEDGE MAY BE DELETED IF NEEDED FOUNDATION CONSTRUCTION GRADE BEAM EXCAVATIONS SHALL BE PLUMB, NEAT AND THOROUGHLY CLEANED. CONCRETE SHALL BE PLACED IMMEDIATELY AFTER EACH POUR SECTION HAS BEEN PREPARED. CONCRETE ALL STRUCTURAL CONCRETE SHALL BE NORMAL•WEIGNT WITH A MINIMUM 28OAY COMPRESSIVE STRENGTH OF 3,000 PSI. CONCRETE MIX SHALL CONTAIN S SACKS OF CEMENT PER CUBIC YARD (MINIMUM) AND 7 GALLONS OF WATER PER SACK OF CEMENT (MINIMUM). ALL CONCRETE WORK SHALL CONFORM TO AC131S. CONCRETE ALL REINFORCING BARLL S SHABE ASTM ASIS GRADE SO (EXCEPT 03 BARS GRADE 40). DETAILING. FABRICATING AND PLACEMENT SHALL CONFORM TO THE ACI DETAILING MANUAL AND ACI 31B. LAP CONTI NOU9 BARS 40 DIAMETERS AT SPUCES. CONCRETE PROTECTION FOR REINFORCEMENT (COVER) SHALL BE AS FOLLOWS. 2' TOP FOR SLAB ON GRADE 1 1/t TOP FOR GRADE BEAMS 2. CAST AGAINST FORMS 3' CAST AGAINST SOIL PROVIDE SUPPORT CK41RS FOR All REINFORCING STEEL INSTALL IS x 4'-W LSHAPED BARS TOP AND BOTTOM IN EXPOSED FACE OF E KTERIOR 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 W NOT INCLUDE ALL COMPONENTS NOR PROCEDURES NECESSARY FOR CONSTRUCTION SAFETY, SUCH ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AREA SUMMARY Area Perimeter A/C - FIRST FLOOR 1159.792 SF 136'-7" A/C - SECOND FLOOR 646.467 SF 123'-0' A/C - TOTAL 1806.259 SF 233'-6' PORCH 86.292 SF 4T-1" TOTAL SLAB 11246.083 SF 1 145'-8- FINISHING NOTES 1. Mach. unit in attic 2.4x8 Sheathing on entire house 3. 4. 5. f C. r----- I I I II II II Ir --- -1 F-— — — II II II — — — - I I I I I I L----J II II II L - - - II II II -J L------J I I I , r-----1 r - - - - F--- - - - - -I I II II 3 I I ( TYP 2 I 3 II II I I I II II 2 II II I I J L J L r - - - - a F I I I I II II - I I I I I II II II II II II I I I ' �2 I II II I R r$ i a L--- J L— —— J 1 FOUNDATION PLAN SCALE: 1/8' - 1'Ar z M O ' E (V 0 0 ,z <N Y� C - U" dA c O cl� y UAL 00 Uq 3 0 3 E- W � 00 . DD E� 00 cn ILA W r- 3 WNo�lo�l vsiT/1 i------------------------------ ----I I— II •� — — — — ,n N ^� BEDROOM#4 ®I n N 8 IJ cN I 3'-8 " 9 BEDROOM #3 9'CLG. LJ cN — — m cr ` I I LIVING ROOM I I OPEN TO EELOW Am 00 SECOND FLOORPLAN SCALE: 1/8— 1'-0' DOOR AND FRAME SCHEDULE NUM SIZE SWING HEADER FRAMING DESCRIPTION WD HGT WIDTH HEIGHT 1 3'-0" 6'-8- Right 2-2'x6" 3'-2' 6'10 1/2" EXT. RAISED 6-PANEL STEEL 2 2'4' V-8- Right 2-2'x6" 2'-6' 6'10 1/2' H.C. INT. SMOOTH 3 2'-8' 6'-8' Right 2-2'x6' 7-10" 6'10 1/2' H.C. INT. SMOOTH 4 2'-0" 6'-0' Right 2-2'x6" 2'-2' 6'101/2' H.C. INT. SMOOTH POCKET 5 PR 2'-0' V-8' Left 2-2'x6' 4'-2- 6'10 1/2" H.C. INT. SMOOTH DOUBLE 6 2'-0' 6'-8' Right 2-2 x6' 2"-2- 6'10 1/2" H.C. INT. SMOOTH 7 PR 2'-9' V-8' Right 2-258' 5'-8' 6'10 1/2" H.C. INT. SMOOTH BIFOLD DOUBLE 8 2'-8' 6'-8' Left 2-2-x6" 2'-10- 6'10 1/2- H.C. INT. SMOOTH 9 7-0' 6'-8' Right 2-2'x6' 2'-2- 6'10 1/2- H.C. INT. SMOOTH POCKET 10 PR 2'-0' 6'-8" Right 2-2'x6• 4'-2- V10 1/2' H.C. INT. SMOOTH DOUBLE 11 2'-8" 6'-8- Right 2-2'x6' 2'-10" 610 1/2' EXT. 9-1-T. FRENCH 12 2'-0" 6'-0" Right 2-2'4' 7-2' 6'10 1/2" H.C. INT. SMOOTH 13 2'-8" 6'-8- Right 2-2'x6" 2'-10' 6'10 1/2* H.C. INT. SMOOTH 14 PR 7-0' 6'-8' Left 2-2'x6" 4'-2' V10 1/2' EXT. 15-1-T. FRENCH DOUBLE 15 7-0' 6'-8' Left 2-2'4" 7-2' 6'10 1/2- H.C. INT. SMOOTH POCKET 16 2%0" 6'-8' Left 2-2'x6' 7-2" 6'10 1/2" H.C. INT. SMOOTH POCKET 17 2'-0- 6'-8- Left 2-2'x6' 2'-2- 6'10 1/2' H.C. INT. SMOOTH POCKET 18 Z-0' V-8' Left 2-2'x6" 2'-2- 6'10 1/2" H.C. INT. SMOOTH POCKET 19 1 2'-8' 1 V-8' 1 Right 1 2-2-x6' 2'-10- 6'10 1/2- H.C. INT. SMOOTH AREA SUMMARY Area Perimeter A/C - FIRST FLOOR 1159.792 SF 136'-7" A/C - SECOND FLOOR 646.467 SF 123'-0" A/C - TOTAL 1806.259 SF 233'-6" PORCH 86.292 SF 4T-1' TOTAL SLAB 1246.083 SF i 145'-W FINISHING NOTES 1. Mech. unit in attic 2. 3. 4. s. 1� ITCHEL ME • CLM mu�l Hull Li © .► 0 v LIVING ROSLOPED OM' ME 115'-0,1- U (�) � � 0 \ FRONT PORCH � S v RQ, '� -� �o �, o ae,1�o ! l� �' •Zy" /� F F WINDOW SCHEDULE MARK SIZE STYLE HEADER HEAD HT. ROUGH OPENING DESCRIPTION WD HGT WIDTH HEIGHT 1 2'-8- 5'-0" S.H. 2-2'x6" 6'-8' 2'-8' 6-0' D-L S.H. 2 2'-0' 2'-10' FIX. 2-2'x6' 61-8' 7-0' 2'-10' D-L FIXED OVAL 3 2'-8' V-0" TWIN 2-2'X6" T$' 7-8' 6-0' D-L S.H.TWIN 4 4'-0' 1'-0" FIXED 2-2'x6' 6'-8' 4'-0" 1'-0' 1-1 FIXED 5 4'-0- V-0" FIXED 2-2'x6' V-8- 4'-0- 1'-0' 1-1 FIXED 6 3'-0- 5'-0" S.H. 2-2'x6' 6'-8" 3'-0" 5'-0- 1-1 S.H. 7 4'-0" 6'-0" S.H. 2-2'x6" 6'-8' 4'-0" 6'-0' 1-1 S.H. S.G. 8 7-8" 5'-0" S.H. 2-2'x6' 6'-8' 2'-8" 5'-0- 1-1 S.H. 9 2'-8" 5'-0- S.H. 2-2'x6' 6'-8- 7-8' 5'-0- 1-1 S.H. 10 1'-0- V-0" FIX. 2-2'x6" 51-8. V-0' 3'-0- D-L FIXED 11 2'-0- 4'-0- S.H. 2-2'x6' V-8" 2'-0- 4'-0" D-L S.H. ARCH 12 1'-0- 3'-0• FIX. 2-2'x6' V-8' 1'-0' 3'-0- D-L FIXED 13 3'-0- V-0' FIXED 2-2'x6' T-2" 3'-0" 5'-0- 1-1 FIXED 14 4'-0- V-0" FIXED 2-2"x6" 6'-8- 4'-0- V-0- 1-1 FIXED 15 5'-0" 3'-0- S.H. 2-2'x6' 6'-8' V-0' 3'-0- 1 SLID R 16 4'-0- V-0- FIXED 2-2'x6' 61-8. 4'-0- 1'-0- 1-1 FIXED 17 2'-0' 4'-0- FIX. 2-2'x6' 6'-8' 2'-0- 4'-0- D-L FIXED 18 2'-0" 4'-0- FIX. 2-2'x6' 6'-0' 2'-0' 4'-0' D-L FIXED 1 FIRST FLOORPLAN SCALE: 3 DETAIL A SCALE: 1/4' a 1'-0' _ M O O 00 00 U a] 3 3 c z s (D. ® Q o00 O O� 0-n oc 00 00 i ELECTRICAL LEGEND 0 110 VOLT OUTLET ¢ LIGHT FIXTURE 220 VOLT OUTLET ¢ WALL -HUNG LIGHT GFI OUTLET ¢ COACH LIGHT DS/Pn)W N DISPOSAL / DISHWASHER OUTLET RECESSED LIGHT WATER -PROOF OUTLET ®e VENT VENTHOOO OUTLET #L VENT -LIGHT g CEILING MTD. OUTLET ekll FLOOD LIGHT ELECTRIC SWITCH CEILING FAN s 3-WAY SWITCH s0 3-WAY DIMMER SWITCH FLORESCENT LIGHT SET mow. p.B, DOORBELL ® DOORBELL CHIME TELEPHONE JACK D. SMOKE DETECTOR WALL MOUNTED TELEPHONE JACK [HVAC] A/C PAD V 'CAT-5' . TELEPHONE JACK ® CABLE TV JACK GAS LINE 'RG-6- CABLE TV JACK ® SPEAKER WIRE 'ELECTRICIAN TO ABIDE BY ALL FEDERAL, STATE, AND LOCAL CODES 'PRE -WIRE FOR GARAGE DOOR,OPENER r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, I I I I I i I I I I I I I I -01 II I � I � L vvav S9 to uuHr i " Li° 1 0 T T _ I I I I I To swrrcm BELow 2SECOND FLOOR ELECTRICAL PLAN SCALE: 1/8' . 1'-0' NOTE: PREWIRED ETHERNET PREWIRED ALARM SYSTEM 1 FIRST FLOOR ELECTRICAL PLAN SCALE: M O 0 fV 0 00 0vi t` �i x U yX o UE-� ??>~ r 0 3 o I Z Zz ® o 00 O O 00 o� Q Oa z� �00 cn Ldw d d ,� a M < O 'm E QN AC U N (Cq 59.30' o 00 u`3 I I v o� 3 5REAR B. w: ' YI I ,ca QI I I wl �n I 0000 0 cnI ti I o 00 -I PROPOSED I 4# RESIDENCE ' �I = Coo 0l a 0 o041 I � I 24'-jl 1 �' ,_ „ A-6°00 C/Z 00 O I / E- 00 tj c —1 11 No T 1 °Q - I AS T UT ° ° ' WEST PARK ADDITION ERE LOT- 15 �S�ada ° BLOCK-1 - 4500" E a . 59.30' -' (Y1�5+ No-1Cass PI���� L►�� MAILBOX W/ El/ADDRESS BLOCK UY EXISTING CURB CUT TO BE WIDENED TO 1Y v 110 PARK PLACE SITE PLAN N�oo o� BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE; (999)764-3570 FAX: (979)764-3496 http://bpinspect.cstx'.gov ------------------------ `------------------------------------------------ --- Application Number 07-00003354 Date 11/27/07 Application pin number 945172 Property Address . . . . . . 110 PARK PLACE Property ID: 649100-0010-0150 R #: R47343 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . WEST PARK (CS) Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation 126420 Owner Contractor ------------------------ SZABUNIEWICZ, MICHAEL ------------------------ VENABLE HOMES 3801 5TH ST 2402 PLEASANT ROSE CIR BRYAN TX 778014554 BRYAN TX 77808 (979) 224-3036 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info EXTERIOR WALL TYPE SIDING/STONE IMPACT/PRORATA FEES PAID N/A FOUNDATION TYPE PUBLIC TYPE OF GARAGE (ATT/DET) N/A HEATED AREA 1806.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 4.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE SLAB TRAFFIC IMPACT ANAL (TAZ) 450.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 537233 Permit Fee . . . . 541.00 Plan Check Fee .00 Issue Date . . . . 11/27/07 Valuation . . . . 126420 Expiration Date . . 5/25/08 Qty Unit Charge Per Extension BASE FEE 460.00 27.00 3.0000 THOU BLDG, VAL 100001-500000 81.00 ---------------------------------------------------------------------------- Special Notes and Comments -Make sure 2nd Floor Windows meets Egress and 24" Above Finished Floor for Operable Windows. -Narrow Wall Bracing Fully Sheathed. - -----------------------------------------------�:J---,y----------- BUILDING DEPT REPRESENTATIVE: APPLICANT: �� BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE,, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)7'64-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003354 Application pin number . . . 945172 Page 2 Date 11/27/07 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 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. 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 PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING IF LAWN SPRINKLERS IS PROVIDED, PERMI MUST IS UED P IOR i BUILDING DEPT REPRESENTATIVE: APPLICANT : Gd AA 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 . . . . . 07-00003354 Date 11/27/07 Application pin number . . . 945172 ---------------------------------------------------------------------------- Special Notes and Comments 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. ADD SMOKE DETECTOR(S) PER NOTES ON PLANS 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 SH LL BE EQUIPPED WITH ---------------------------- ---- -------------- 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 . . . . . 07-00003354 Date 11/27/07 Application pin number . . . 945172 ---------------------------------------------------------------------------- Special Notes and Comments 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 20o A .40 OR LOWER FACTOR AND ABOVE 20a TO 30a 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. STAIRS SHALL COMPLY WITH SECTION R-311 (2006 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2006 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. 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 PER R308.4 GLAZING ADJACENT TO STAIRWAYS WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE MUST BE TEMPERED (2003 IRC ) RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC IF AN OPERABLE WINDOW IS MORE THAN 72" ABOVE EXTERIOR FINISHED GRADE THEN THE LOWEST PART OF THE WINDOW OPENING MUST BE AT LEAST 24" ABOVE THE FINSHED FLOOR FROM INSIDE THE ROOM. ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: �� Z�'I,- — BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE:. (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Page 5 Application Number 07-00003354 Date 11/27/07 Application pin number . . . 945172 Permit Fee Total 541.00 541.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 541.00 541.00 .00 .00 --------------------------- ----- --- - --' ------------ BUILDING DEPT REPRESENTATIVE: �/ APPLICANT: 4;%. APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 S AVENUE COLLEGESTATION, TX 77840 CI-IY01- COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX /Ynnnfna d' W W W.CSTX.GOV DATE:( i T RE APPLICATION # i TEMP POLE #pJ1O� to ADDRESS/LOCATION: 110 POrk 0 Ian LOT J 5 BLOCK I 1_ SUBDIVISION t,✓e s1- Pay k SEC/PH BUSINESS/OWNER NAME: Ll` ! 12 S WAA i L-4 PHONE: q79 - 579 ­ 88V9 CONTRACTOWHOMEOWNER: V�►nCibl 1OL,LQ 5-�26257 PHONE: Q%OI -Z-2LI —3�36 CONTACT PERSON FOR REVIEW COMMENTS: Cat126 V 0-KGZ10`'- PHONE: 5 A,,-iC FAX: ELECTRICIAN: -re b HVAC: _r8 Q EMAIL: PLUMBER: p GOOD CENTS (Residential only): tk2 P�ntpkvM ACCESSORY/STORAGE MOVING RE -ROOF ADDITION 17 NEW CONSTRUCTION' SHELL ONLY DEMOLITION (ASBESTOS SURVEY) PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY DUPLEX (LANDSCAPE PLANS REQUIRED) PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL LOCATION REMODEURENOVATION' TENTS DESCRIPTION OF WORK: ML W Ke S �cQ02i. c t PROPOSED USE: Qewir.,4 61-f 50-14- STRUCTURE USE: HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (T, S) PROJECT REGISTRATION# EABPRJ VALUATION: $ 26� yZD TOTAL AREA: I89— HEATED AREA: I Sob (Cost of Labor and Materials) ErPUBLIC SEWER El SEPTIC/TREATMENT SYSTEM SEWER TAP: ® WATER TAP: OTHER TAP: TEMP POLE GARAGE TYPE: SIZE rr SIZE SIZE SINGLE a ATTACHED a NUMBER OF BEDROOMS: I/ NUMBER OF BATHROOMS: III INTERIOR WALL TYPE: St'a'st'-0 `'el - EXTERIOR WALL TYPE: -;id FOUNDATION TYPE: SI w ROOF TYPE: C-d DOUBLE TRIPLE a DETACHED CARPORT a SIGNATURE OF APPLICANT: � 'If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations. are required. ............................................................ Official Use Onlv / Plans Examiner S+C445 Zoning Official Comments: ®or NO --`rul� V,-� Energy Code Compliance Information % Glazing of exterior walls I 1 Insulation R value of exterior walls 13 ex Insulation R value of ceiling 1 (flat areas) 3 Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) • N ° Glazing U-Factor . 6 sa R value of ductwork 6 A/C SEER Rating P 3 .Protection Against Subterranean Termites Chemical Termiticide Treatment (Soil Treatment) ❑ 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 dDevelopment Service; COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# BUILDING ADDRESS: 110 2 IC 70/4c I. Foundation Requirements- MinimumiCity 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 N OK II. Framing: Floor, Wall, Ceiling and Roof Requirements NlAda 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 MAJOK 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, 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. Roofcovering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, location indicated on plans grade & Q. Tempered Glass required in all hazardous locations 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. /OK /OK I♦ PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& DevelopmentSeroieer COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX III. Stairway Requirements A. Stairway Details NA/ 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 OK A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: N O 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 11 PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning cr Development Servicei 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 NA/ B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required)' VIII. Energy Requirements N A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 N Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NA/ Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." /(-- -57--v -7 PLANS EXAMINER DATE REScheck Software Version 4.0.1 Compliance Certificate Report Date: 10/17/07 Data filename: \\WD-NETCENTER\File Server\Jobs\07-086 Wilding\07-086.rck Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: • Construction Site: 2006 IECC Bryan (Brazos), Texas Single Family 1806 ft2 - Ho P� k P1ltiGC 11% 1788 2 Owner/Agent: Charles Wilding 979-575-8889 Designer/Contractor: John Rhodes RAI Designs, Inc. 3512 Hillcrest Cr Bryan, TX 77802 979-846-3366 Maximum SHGC: Your SHGC: 0.40 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 1399 30.0 0.0 49 Ceiling 2: Cathedral Ceiling (no attic): 407 19.0 0.0 21 Wall 1: Wood Frame, 16" o.c.: 1904 13.0 0.0 138 Window 1: Metal Frame with Thermal Break:Double Pane with 182 0.650 118 Low-E: SHGC: 0.40 Door 1: Solid: 20 0.550 11 Door 2: Glass: 18 0.650 12 SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: 137 0.0 143 Insulation depth: 0.0' 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 2006 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements liste in the RE/Sheck Inspection Checklist. �" Name - Title ✓ Si - ature Date i Page 1 of 1 Nov 15 07 12:14p WILDING 9796901617 p.3 West Pork Block A Lot 5 Lot 1 Lot 4 P Alley P S 45 00 ' (CoII R2d I n Ind 1 ?' Iron Rod S 45'0010" W 55.M. 112" Iron I l Rod Set I I save and cept 1501504l I / I I / I I / / Lot 15 �° l � J Sea/a. 1 " = 20' 0 0 A 7. W 12 I4Lr / Lot 76 Lot 14 c ' iei rftsidnc. $ ' y a I `• ' ' ? to i I I I / L 102/613 f h m l An addition too Lot 15 - l Part of Lot 16 161/241 N 45100100" E 59.30' (Call) 112" Iron 112" Iron N 45100100" £ 59.30• (Actual) Rod Set Rod Fnd. 110 Park Place Charles Wilding Being part of Lots 15 (FFMEN) and 16 (SIXTEEN), Block 1 (ONE), WEST PARK A00/770N, on addition to the City of College Station, Brazos County, Texas, according to the plot recorded in Volume 102 Pogo 198 of the Official Records of Brazos County, Texas. I, Pau/ Williams, Registered Professional Land Surveyor No. 574J do hereby certify that this plot represents the results of a survey performed on the ground, under my supervision on October 19, 2007, and is true and correct to the best of my knowledge. / further certify that no improvements on this property encroach on adjacent property, nor do any improvements on adjacent property encroach on to this property, except as shown. This property does not lie within a Special Flood Hazard Area as depicted on flood Insurance Rate Map No. 48041 CO144C dated July 2, 1992. PAUL WXLIAM� LAND SURVEYI,