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RES2008-02035, 08-2036
WF1054403 / 001 City of.+College Station PAGE 1 REQ. DATE: 07/03/08 07/03/08 13:54:37 LOCATION: 15544 CREEK MEADOW BLVD N LOC ID: 212316 REQUESTOR: STYLECRAFT BUILDERS ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: 4" SWR ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 07/03/08 SCHED COMPLETION: 07/03/08 JOB ORDER RESULT CON14ENTS Terry Boriskie - Re: Calling for CO @ 15544 Creek Meadow Blvd N 1 1 _ _ _. W.= From: Terry Boriskie To: Stylecraft Date: (:::12/29/2008-12.32 pm Subject: Re Calling for CO-@`1'5544 Creek Meadow Blvd N This is being resent to remind of the needs to be taken care of to issue a C/O ,.XNeeds termite form. ,NO to co. Box on sewer cleanout is buried and needs to be rasied to grade..It is flagged..... Mitch Also needs termite form. Thanks, Terry Boriskie City of College Station Residential Plans Examiner Ofc.979-764-3744 Fax 979-764-3496 "Home of Texas A&M University" >>> Terry Boriskie 12/10/2008 2:48 pm >>> Styecraft Homes has been notified via this e-mail about the below issues. Terry Boriskie City of College Station Residential Plans Examiner Ofc. 979-764-3744 Fax 979-764-3496 "Home of Texas A&M University" >>> Mitchell Carson 12/10/2008 2:38 pm >>> NO to co. Box on sewer cleanout is buried and needs to be rasied to grade..It is flagged..... Mitch >>> Christina Court 12/10/2008 12:02 PM >>> bp# 08-2035 any issues? Christina Court CSR Planning & Development City Of College Station 979.764.3570 PREPARED 12/10/08, 12:03:23 INSPECTION TICKET PAGE 4 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/10/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 15544 CREEK MEADOW BLVD N SUBDIV: CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 211650-1202-0100 APPL NUMBER: 08-00002035 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 7/30/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 7/30/08 AP July 30, 2008 10:08:23 AM acarter. Strings up, slab ground installed B130 01 8/28/08 OC BLDG, INSULATION TIME: 17:00 8/28/08 AP August 28, 2008 8:43:13 AM glsouth. partial insulation B115 01 9/09/08 RH BLDG, FRAMING TIME: 17:00 9/09/08 AE September 9, 2008 9:43:59 AM bboerboom. Need blocking between studs on wall at fireplace to have proper fireblocking. Need draftsopping in several areas. By insulation. B120 01 9/22/08 RH BLDG, FRAMING -PARTIAL TIME: 17:00 9/22/08 AP September 22, 2008 10:08:21 AM ccourt. asked for a sheetrock nail pattern inspection. B125 01 12/10/08 I �^ BLDG, FINAL TIME: 17:00 01/0/0V December 10, 2008 12:00:13 PM ccourt. -------------------------------------- COMMENTS AND NOTES-------------------------------------- (i7 Jan. 5, 2009 11:32AM Stylecraft Builders, Inc. No, 0491 P. 2 U9 i I New o�uclion SubtQr ranean 7ermild Soil Treatment Record C) .P3* Glrf➢ APPlOvol NO. '=,0525 (oxp. Ion I00055) T195 form Is com towd Dv rho llonnwnd Past cont rd Cont fiJW10 r0*00 tt trur W) Iar Wa wied= nrk uprta01i C710.M10 tD G19�Q0 15 (nlruloi Car IPtp64rA. EtlCiudM�}rG LG10 Lu HMaxur, �m b Inan *-. oly &Yj s i rovCwmaCralcl ,. hVDgammO 1 ma notttpt 4v11ps�Dtitittgnnallan, Ssu na wd traq�rea Cr can, rota Ih� uurnolaigm �rudaaa npunxx7� ral4 CUBcanend s riurrbor. Govlon 24 GFR 200.020d(b)P) ra;dW that the Aes fcs HU41,uffad &Lv w to twat W trvv td %DMAW h=P:15. 11w 1nkr=dOn cdoclon lowires ate GUtdcl So h:0lliry' oval an auummi wd Awq Corrtrut CCrnwry part med ag roqultod lre&taxml Ice 16mdkn shah that 019 tnrddh7 V.Uwcw ats traatad a1w agdit'l 4nt6Lt 2- tpf who yW. Mdars. Pant GOOV03 camP UJ- ma'tfia99 lorxrbm, t,dmd"zWom. and HLQ os A rawld Yr troaunoat tr eP60 Gamed w9i uoa aw srdLuMOM c0cded. MW b9onzium la nCA amakirwod trazvlant;nt 'r'matcDoceIssub-axfforlprarmavorulpurpacas'to%heb1glauronproptSt:ad(gaw) natruclrareasesKAYr^.oCtraxralonttarpY.h+onUonaeubmr,yneaq lntmllb ia&sLd►on In opaolaod try ilia b❑Ildor. araldtool. w rbquItEW by the 1011aw, iuchlto0t. F1iA pr V,4 Ag ronir ms for sorvicos Oro botivaor 7ro Pazi Control opnrutor and Mder, unlars atgtod olhonviao. SacrUen 1: General Warmad(m (rudrl9 Cainpony Worinod/o�n) coa4wv Nitraw:._� 7/G'�� SUAD �I� , Compprty Addroaa ��10- - - coolp any 9u1uhars tlacvua r;o �G Cumpany Pharw Na.�'- FHAfVA Casa N2 (U any) _ Slogan at Bunter fnkxmatlon Company Name �atxla Ha $astlaq 3: Property rnicrtrlaUon I'� � Lt���� eP Lowt[on of Stnrct, ra (a) Troulvg (Stroot AAXk9as or Laos] Qoacrlptton. 00SWIR and Zip) TYPO of Comuuaflon (Tads Uhar: wm bVx may b0 ahacl.00) aj slab !r--'__t 8sa0Man_ Cray! Other AppM44ato Doplh of Fooling: Onside . kwlds TYN of Fil) SDI m 4; Traat=A Worm-mUan � r, Dato(s) of Traarment(c) Brand Natna of Pp]ckrct(a} e.+aocf AwoAkAdo Final lltlx MOO "6 � Apprexlntasa ;tLa of Traattllont Naa: � It � �n� � / � iA�xwJmala 7nlal t:�atlDna at Sdullon Apotlod Wds trwmarrt cmigoted on 1r:ttnrtt..1 Y09 T Ho LinWf 164 or M4041Y Vo:la „mk=A roomuruAvakiu7 rZ Yes � No Nora: c4m dwo lawn roquira aO agroemanta to be irauol Thk+ rurrn dva ntrl Pror. UL 51nie lay. Cp3lOWL6 lrargtl titAFall�ator) _r �.X Acc, csUcn Na of rogtifrad by $rnm taw) The AppUcaior has wd a producl In aWorda LV wCh the pradum wool and atato regntrnm0:lm nB traa1=4 M2uv!2ts , Z slorhodt usod comply Whh uuW AnNhottzad tjr�pntVru ��^ ., _ ._- . —_••• ••• '�� iY6r711r1 FII.rDsailPros,aarrotake GrfnL7 rL�torrinntR Gr,vhc.+,+mnyrn�+rtut++lnef.�yl4Y«.Jru��„hi•rti (7d-U.f..Glryhr 1(ttn 1017:311Js.f..Xm-N%17) F91M NPCA-9" may att bo UW 1Cvm 11U -1t?CA R Mt-=) 08116 COVER THIS SET OF DRAWINGS FOR A HOME IS THE COPYRIGHTED PROPERTY OF STYLECRAFT BUILDERS, INC. THIS SINGLE COPY IS LICENSED AND NO RIGHT TO REPRODUCE, COPY OR DUPLICATE ALL OR ANY PORTION OF THE LICENSED PLANS IS GRANTED, EITHER EXPRESSLY OR IMPLIED. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THE DRAWING ARE OWNED BY AND THE PROPERTY OF THE DESIGNERS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE DESIGNERS. PLAN TYPES S = SELECT SERIES W = WAINSCOT WITH SIDING F = MASONRY ON FRONT 3 = MASONRY ON THREE SIDES 4 = MASONRY ON FOUR SIDES G = GOLF CART GARAGE E = ELITE COLLECTION C = COLLEGE HOUSING A = ATTACHED TOWNHOME D = DETACHED TOWNHOME X = DEVELOPMENT Z = CUSTOM HOME FRONT ELEVATION FLOOR PLAN SHEET INDEX G-1 COVER SHEET C-1 SITE S-1 FOUNDATION S-2 WALL FRAMING S-3 FLOOR PLAN S-4 DETAILS S-5 JOIST FRAMING S-6 ROOF FRAMING S-7 ROOF S-8 ELEVATIONS E-1 ELECTRICAL P-1 PLUMBING A-1 TRIM/CABINET A-2 FLOORING COMMENTS FRAMED AREA LIVING TOTAL 1818 SF GARAGE 365 SF PORCH 130 SF FRAMED TOTAL 2313 SF m m 0 CD L O ^a e 01 �rn �v .a.I 6v5 yP? JOB#: 08116 3-1 0 0 Q w U � w w w U d- d- Lo PRE -CON CREATED: AJ 6/ 16/08 PRE -CON: REVISED: ISSUED: PRINTED: 6/25 CID w 00 0 66 U 00 co SCALE: 1 /8" 11x17 G-1 1/2" DIA. SMOOTH DOWEL 2'-0• LONG W/ PVC CAP - PUCE IN SUB OR DRILL 9- INTO EXISTING CRAOE BERM. TAPE CPP TO LEAVE TOOL EDGE U.T. • O END OF ROD a D MICK P MING WOO Pv BUILDING LI REINF. W/ 13s O " O.OEw. MID OEPM USE CHNR SUPPORTS - d DISCONTINUE REINF. 0 E.J. d t% REDWOOD DMDER d.' "D" q ~a D SECTION s CONTRACTION JOINT C a INSTALL EXPANSION JOINT ® MID -DRIVE IF OVER 45' CONTINUE REINFORCEMENT ROUGH KEYWAY C - 4 d ONE CHRRR I MILK PAVING 3000 RSI E SQ. REINF, W/ YS'• 0 18- O. E.W. d Q MID DEPTH USE CRNH SUPPORTS PROPERTY LINE d C SECTION "CiS ad d d a . 3/e" DDwEL w/ SLEEVE. DRILL INiO EXISTING SIDEWALK 4" THICK 3000 PSI CONC. - - REINFORCE W/ //3 BARS E. B I% REDWOOD OMDE 18" O.C. B SECTION "B'i5 RI- wl TH �.'lSIDEW LK� CITY SIDE WALK IN FI LID a DIA DOW/ S LEEVE. WEL ' DRILL INTO EXISTING CURB D Os B MAIL BOX d a. - d d ^ - Y W/ 4 15 Rl— p A SECTION "As A LAYDOWN CURB DETAILS 7 1 F 9 i CONTRACTION JOINT WHEN DRIVE < 16' WIDE 4" THICK 3000 PSI CONC REINFORCE W #3 BARS ® 18 O.C.E. . CONTRACTION JOINT INSTALL METAL KEYVyAY EXP. JOINT W/ 3/✓ DIA. SLICK DWLS. ® 18 O.C. W/ SLEEVES ONE SIDE 15544 CREEK MEADOW CREEK MEADOWS PHASE-1 B I BLOCK- 21 LOT-10 SOD SCHEDULE NET LOT SQ FOOTAGE 5604 SQ.FT. FRONT SQ FOOTAGE 2167 SQ.FT. BACK 5Q FOOTAGE 3437 SQ.FT. CID 0 a P s -moo, E ^P C O� G% �TCCV� E 6 O O-i -ouc, JOB#: 08116 Lie Q Lu U L^u ILL LU • . v % clf U 'Lo L / 1— PRE -CON CREATED: AI 6/ 16/08 PRE -CON: REVISED: ISSUED: PRINTED: 6/25 Q 1— Lu 00 ' ^� 17 X./ J 00 00 — W t— M SCALE: 1 •-20' C-1 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE $TATICIIN, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 08-00002035 Date 7/03/08 Application pin number . . . 696145 Property Address . . . . . . 15544 CREEK MEADOW BLVD N Property ID: - - R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 119988 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . A/C SEER RATING 13.00 CEILING 1 R VAL. (FLAT) 38.00 CEILING 2 R VAL-NO ATTIC 19.00 DUCT R VALUE 6.00 EXTERIOR WALL TYPE SIDING IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT o GLAZING 17.00 GLAZING U-FACTOR .53 HEATED AREA 1818.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 EXTERIOR WALL INSUL R VAL 13.00 GLAZING SHGC .35 SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 4410.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 585216 Permit Fee . . . . 520.00 Plan Check Fee .00 Issue Date . . . . 7/03/08 Valuation . . . . 119988 Expiration Date . . 12/30/08 ---------------------------------------- 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 2 Application Number . . . . . 08-00002035 Date 7/03/08 Application pin number . . . 696145 Qty Unit Charge Per Extension BASE FEE 460.00 20.00 3.0000 THOU BLDG, VAL 100001-500000 60.00 Special Notes and Comments *Engineered Bracing Methods Used To Meet Windbracing Requirements. *Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) For Openings >6 sq. ft. (12" side & 20" front) *ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) *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 j ' ---------- BUILDING DEPT REPRESENTA' APPLICANT: JA'd 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 . . . . . 08-00002035 Application pin number . . . 696145 Page 3 Date 7/03/08 Special Notes and Comments *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 *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. *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, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. *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 -------------------------------------------------------- 4� ! --------- BUILDING DEPT APPLICANT: PRESENTATIVE: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE $TATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 08-00002035 Application pin number . . . 696145 Page 4 Date 7/03/08 Special Notes and Comments *WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI *RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE *For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. *PROVIDE SANITARY FACILITIES/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 GAIN COEFFICIENT OF ALL GLAZED FENESTRATION/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING/WINDOW RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTOR OR LOWER SHALL BE MET. *U-Factor Ratings for Window % up to 15% is .65, from 1501 to 20% is .55, from 20% to 25% is .54 and above 25% is .46 or 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 BUILDING DE 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 5 Application Number . . . . . 08-00002035 Date 7/03/08 Application pin number . . . 696145 ---------------------------------------------------------------------------- Special Notes and Comments *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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 520.00 520.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 350.00 350.00 .00 .00 Grand Total 870.00 870.00 .00 .00 -----------------------------------------------�i------%--'4---- -'If--------- BUILDINGDEPT REPRESENTATIVE: APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 08-00002036 Date 7/03/08 Application pin number . . . 810492 Property Address . . . . . . 15544 CREEK MEADOW BLVD N Property ID: - - R #. Application type description TEMP POLE Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 585224 Permit Fee . . . . 20.00 Issue Date . . . . 7/03/08 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 20.00 20.00 .00 .00 Grand Total 20.00 20.00 .00 .00 ------------------------------------------------ BUILDING DEPT REPRESENTATIVE: N.., APPLICANT: CITY OF COLLEGE STATION Xxnneng C-Dmelopmmt Senica ADDRESS/LOCATION: 1 LOT _L ✓BLOCK 42 APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV Kv 810 For ofre Use Only DATE' A *O4WRCCC REEG IZS0 APPLICATION # W' L�+�//349 TEMP POLE # VT/ L�IILJ�L/ —SUBDIVISION C r ee K wj e&� 0 ws SEC/PH _ "� BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 127 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 127 CONTACT PERSON FOR REVIEW COMMENTS: JOSEPH SAUCIER PHONE: 690-1222 ext. 127 FAX: 690-0348 EMAIL: isaucier(aastylecraft-builders.com ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Control Temp GOOD CENTS (Residential only): No ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTIONSLAB ONLY DUPLEX (Landscape Plans) REMODEURENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: Conventional Framing PROPOSED USE: _ Single Family Residence WALL BRACING METHOD: PRESCRIPTIVE APA PORTAL FRAME W/ CSPS ENGINEERED HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 1 1 1p, 1ng g ✓ TOTAL AREA: a 313 � HEATED AREA: 18 I S (Cost of Labor and Materials) �X PUBLIC SEWER NUMBER OF BEDROOMS: ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: QX SEWER TAP: 4" INTERIOR WALL TYPE: Sheet Rock LJ, SIZE /ATER TAP: %11 EXTERIOR WALL TYPE: Siding and/or Masonry SIZE OTHER TAP: SIZE OX TEMP POLE GARAGE TYPE: SINGLE V ATTACHED EXI FOUNDATION TYPE: Slab On Grade ROOF TYPE: Composition DOUBLE TRIPLE a ETC CARPORT � J SIGNATURE OF APPLICANT: Z5 R For St lecraft *If proposed work involves new commercial con tructio or acade imp ovemen s/renovations to an existing commercial property, building elevations are required. ♦♦eeeeeeeeeeeeeseeeeeeoeeeeosoeeee ♦see ♦eseesoo©eoeoeooseee Official Use y PI ns Examiner Zoning Official Fire Marshall C ents: Z ,,r NO . t Energy Cbde Compliance Information %.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) Glazing U-Factor R value of ductwork A/C SEER Rating Protection Against Subterranean Termites R13 fz38 R19 ❑ Chemical Termiticide Treatment (Soil Treatment) .35 "" .53 R6 -' 13 Ef Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other *Verification of Application small be submitted to the City of College Station Building Department prior to issuance of the Certificate of Occupancy. PLAN REVIEW (*f/q" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning d Development Services COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# - �35 DATE: � -3o-fly BUILDING ADDRESS: 16-SLIq 61vi I. Foundation Requirements- Minimum City Foundation Standards N K 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 O II. Framing: Floor, Wall, Ceiling and Roof Requirements N K 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 A/ K 1. One -hour rated extending to roof deck O E. Header sizes indicated on plans N K 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, 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 U PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& Development Service; COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX III. Stairway Requirements A. Stairway Details N K 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" j B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum of ten (10) inches at a distance of twelve (12) inches from the narrow edge i I C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches J 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: NAIK 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 (*tl"" CITY OF COLLEGE STATION Planning d Development Smicet 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 garaqe VII. Mechanical Requirements N Lk kqjK 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 NAfPV 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 K 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 NOOK) A roved 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." PLANS EXAMINER DATE oREScheck Software Version 3.7.3 Nil�" Compliance Certificate Project Title: 1818.00 Report Date: 06/25/08 Data filename: S:\ACAD\Rescheck\1818.00-15544 Creek Meadow.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 1788 Construction Site: Owner/Agent: 15544 Creek Meadow Stylecraft Builders, Inc. College Station, TX 77845 4090 SH 6 South College Station, TX 77845 979-690-1222 x127 jsaucier@stylecraftbuilders.com Maximum SHGC: 0.40 Your SHGC: 0.40 Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 2: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 3: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 4 Twin: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 5: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 6: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 7: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 8: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 9: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 10: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 11: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 12: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 13: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 14: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 15: Metal Frame:Double Pane with Low-E: SHGC: 0.40 1818.00 Permit # Permit Date Designer/Contractor: Stylecraft Builders, Inc. 4090 SH 6 South College Station, TX 77845 979-690-1222 x127 jsaucier@stylecraft-builders.com 1624 13.0 0.0 108 4 0.670 3 4 0.670 3 4 0.670 3 32 0.670 21 4 0.670 3 16 0.670 11 4 0.670 3 16 0.670 11 4 0.670 3 16 0.670 11 16 0.670 11 16 0.670 11 2 0.670 1 2 0.670 1 16 0.670 11 Page 1 of 2 Window 16: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 17: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 18: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 19: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 20: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 21: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 22: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 23: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' Furnace 1: Forced Hot Air: 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER 16 0.670 11 16 0.670 11 4 0.670 3 13 0.670 9 4 0.670 3 13 0.670 9 13 0.670 9 16 0.670 11 38 0.500 19 18 0.440 8 1715 30.0 0.0 60 103 19.0 0.0 5 218 0.0 227 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 3.7.3 and to comply with tnndat/quire t ste in the REScheck Inspection Checklist. srY�c,� Z /C6 Builder/Designer Company Name Date Project Notes: All U-Factors and SHGC are at entered at higher than actual amounts. Actual amounts are lower, but are entered higher to account for differences in ratings per material. 1818.00 Page 2 of 2