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Home My WebLink AboutSLAB2008-017180 WF1044928 / 001 City of College Station PAGE 1 REQ. DATE: 06/10/08 06/10/08 10:40:56 LOCATION: 4302 PARNELL DR LOC ID: 210960 REQUESTOR: STYLECRAFT BUILDERS ORIGIN: CUSTOMER -WALK IN REQ USER: ACARTER AUTH USER:ACARTER WRK TYPE: WTR 3/4" SWR 411 ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 06/10/08 SCHED COMPLETION: 06/10/08 ******************************************************************************** JOB ORDER RESULT COMIEDTTS 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 IFLOORING S:\ACAD\2008 Job: COMMENTS FRAMED AREA LIVING TOTAL 2404 SF GARAGE 414 SF PORCH 18 SF FRAMED TOTAL 2836 SF w M 0 P s ,o 5,qa s �y GNs V 2 � aria °-'a i v�ivVo- 0 J Lu U Z w ry Q cn r CN O cy) d' SLAB ONLY CREATED: 5/29/08 PRE -CON: REVISED: ISSUED: PRINTED: 6/5 Q LA af o` w ";q- > C'1J O -zi U CD CV Lu SCALE: 1 /8" 11x17 G-1 SITE GENERIC _N_5=' 52 _W 70.Q0' - - a s �n 0 644. 0 N md3 J o u0�0- ' y .o - ------------------- "o 1 k JOB#: I 08066 I I I I I I I I I I I ; I I I I I I I N J I I J � I W U Z rM� Lu 0/ rCL. N T. Co I I _ I I - ------ --- --- ------ n L- -- --'_-----5 L ------------ -- ia0 4s6 o CASTLEGATE sLA6 ONLY N LOT - 9 CREATED: 5/29/08 n BLOCK - 4 PRE -CON: _______ __ - SEC-7 REVISED: 5` PHASE 2 PRIDED: PRINTED: NcRUc 6/5 WASHOUT sOE C HERE Q Lo 4302 PARNELLLu CT s �i- CV Nt F V) O C*4 W SCALE: = 4302 PARNELL DR CASTLEGATE-7 PHASE-02 I BLOCK- 041 LOT-09 C_ 1 STANDARD FOR CITY OF COLLEGE STATION FOUNDATION NOTES AND DETAILS GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING All DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK. REPORT ANY DISCREPANC THE ENGINEER FOR ANY REVISIONS THAT MAY BE REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS. FO WPNO SUBGRADE SPECIFICATIONS I. SURFACE VEGETATION, ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF 6-. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY AND PULED BY COMPACTED A 2. COMMON {ILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT ALL S ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 20. 3. FILL MATERIALS SHALL BE PLACED BY BOX BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATI( 4. AFTER STRIPPING, BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL 5. PROVDE 6 MIL THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SUBS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FIL REINFORCING STEEL SPECIFICATIONS 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615. GRADE 60, EXCEPT 13 BARS WHICH ARE BENT (SUCH GRADE 40, WELDED WARE FABRIC SHALL CONFROM TO ASTM A185. ALL REINFORCING SHALL BE CLEAN AND FREE OF WILL SCALE. 2. DETMUNG ANO FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACI 315. UNLESS SHOWN DIAMETERS AT SPLICES, 12 INCHES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 4, ALL TOP REINFORCEMENT 1. HAVE CORNER BARS PLACED WITH THEM TWAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY COD 5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315. CHAIRS AND BOLSTERS FOR APPUO OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. 6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1998 ACI CODE. 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHET SHALL BE 3-1 3 BARS X 5-0- LONG 0 4' ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SUB REINFORCING. CAST IN PLACE CONCREFE SPECIFICATIONS I. ALl CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3.000 PSI. 3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL 8 INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPRRVED BY THE STRUCTURAL ENGINEER PRIOR TO TH 4. FORWWORK DESIGN IS THE RESPONSIBIUTY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENG CONSTRUCTION LOADS. 5. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE: GRADE BEAMS- 3" BOTTOW; 2" SIDES AND TOP FLOOR SUBS - 2- 6. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 7. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. COM THAN 5 FEET, 8. CONSOUDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR. DESIGN CRTIERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECHNICAL ENGINEER'S REPORT FOR THE PROJECT AREA AND FEDERAI NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC GEOTECHNXAL ENGINEERING STUDY AND REPORT FOR THIS P COMMISIONED OR ACCOMPLISHED, RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT LEAST QUIC BAR MIN, LAP MIN. RADIUS 6" INTO UNDISTURBED NATURAL GROUND. TOP BARS SIZE INCHES OF BENDS 12- 1 16 BOTTOM BARS 4 i 11-9 16 BEAM WIDTH 6 6 _ 4 EXTERIOR BEAM 8 INTERIOR BEAM [ o Z � ° #3 BARS @ 14" O.C.E.W. \ \ / ID j #3 STIRRUPS @ 36" O.C. 3 #5 BARS TOP &BOTTOM 6 MIL POLY W.P. SELECT FILL 4INTERIOR BEAM 1 INTERIOR SLAB i ..ice _c_1 4 "i -0 8" x 1/2" ANCHOR BOLTS /�2-1/2 ABOVE F.F. @ 48" O.C. 1-� AND WITHIN Q".OF, DOOR - Z� #3 BARS 0 14" O.C.E.W. #3 STIRRUPS @ 36" O.C. 3 #5 BARS TOP & BOTTOM MIL POLY W.P. - �� SELECT FILL — MERIOR BE @ BRICK LEDGE 2EXTERIOR BEAM @ EXTERIC I.—, —1 i-0 OF 5- 2" 8" x 1/2" ANCHOR BOLTS D 5-1 2-1/2 ABOVE F.F. @ 48" O.C. r 1 4 QRIE$ AND 5" FROM DOOR OPENING 7 ° In -" " \L-43 BARS @ 14" O.C.E.W. --V #3 BARS @ 12" O.C. N \/ #3 STIRRUPS @ 36" O.C. #5 BARS TOP &BOTTOM 6 MIL POLY W.P. 2 SELECT FILL 6EXTERIOR BEAM @ GARAGE BRICK LEDGE JCEXTERIOR BEAM @ GARAGE •n'-0' SfiH£i d -A m Xh O O P S_ -p 0 1 E ✓ po O nP � 3Hal� s • 9 N CN-9 Vv0 d•p m P=P JOB#: 08066 J w U Z w ry CL Q cn � N CD co SLAB ONLY CREATED: 5/29/08 PRE -CON: REVISED: ISSUED: PRINTED: 6/5 Z Q O 011 QCV Z � O O N LL W SCALE: 1 /8" 1- 1'-0" S- 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 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 08-00001718 325494 4302 PARNELL DR 184200-2740-0900 Date 6/10/08 SLAB ONLY RES. (SF) CASTLEGATE PH 2 SEC 7 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 15866 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 --- Structure Information 000 000 SLAB ONLY ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 579201 Permit Fee . . . . 90.00 Plan Check Fee .00 Issue Date . . . . 6/10/08 Valuation . . . . 15866 Expiration Date . . 12/07/08 Qty Unit Charge Per Extension BASE FEE 15.00 15.00 5.0000 THOU BLDG, VAL 1001-50000 75.00 ---------------------------------------------------------------------------- Special Notes and Comments -This Permit is for Slab and Plumbing Rough only, not to proceed any further with out Full Permit. *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. *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 rom the Foundation ------------------------------------------- --- BUILDING DEPT REP ENTATj_V9: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 08-00001718 Application pin number . . . 325494 Page 2 Date 6/10/08 Special Notes and Comments Walls. *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 * 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. *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 *PROVIDE SANITARY FACILITIES/PORTA-CAN FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. *PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. *REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. *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 . . . . . . . . . IMPACT FEE AREA 97-01 98.39 SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 90.00 90.00 .00 .00 Plan Check Total .00 .00 .00 .00 ------------------------------- ------------- BUILDING DEPT REP E J 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 . . . . . 08-00001718 Date 6/10/08 Application pin number . . . 325494 Other Fee Total 848.39 848.39 .00 .00 Grand Total 938.39 938.39 .00 .00 -------------------------- BUILDING DEPT REPR 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 . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 08-00001719 467127 4302 PARNELL DR 184200-2740-0900 Date 6/10/08 TEMP POLE CASTLEGATE PH 2 SEC 7 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 0 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit TEMP POLE PERMIT Additional desc AC Permit pin number 579219 Permit Fee . . . . 20.00 Issue Date . . . . 6/10/08 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary ----------------- Charged ---------- Paid Credited ------------------------------ Due Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------- BUILDING DE APPLICANT: q7-Ol CITY OF COLLEGE STATION Planning c-Dcvdopmna Senrrn ADDRESS/LOCATION: APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV FLIP For Office Use Only DATE: SCC REG 04121 APPLICATION # TEMP POLE # I AA LOT > t : -� BLOCK 'lSUBDIVISION C 1 LEC�AT� / SEC/PH*-- l; t� BUSINESS;OWNER NAME:\ STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 .CpjVT��C.TOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTACT PERSON FOR REVIEW COMMENTS: ERIC WIVAGG PHONE: 690-1222 ext. 120 FAX: 690-0348 EMAIL: ewivagg(a�stylecraft-builders.com ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing GOOD CENTS (Residential only): No CSSO(l" .TORAGE LOCATION RE -ROOF ADDITION = '' MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION* SLAB ONLY z;pUP X (LandscapeTlans) REMODEURENOVATION* SWIMMING POOL ;sK TENT/CANOPY DE RIF�QN�WOR�k: _ S-TeEL 12-Et0ftC.1-1) 5LAF3 opi CLt0A0C PROPOSED USE: Sinale Familv Residence WALL BRACING METHOD: PRESCRIPTIVE APA PORTAL FRAME W/ CSPS ❑ ENGINEERED HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJCT REGISTRATION# EABPRJ N/A VALUATION: $ I,;%(, ,Q TOTAL AREA: Z957 HEATED AREA: 240 (Cost of Labor and Materials) 10% �X PUBLIC SEWER NUMBER OF BEDROOMS: 4 ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 2.5 39_0,. QX SEWER TAP: VO v0 ❑X WATER TAP: OTHER TAP: OX TEMP POLE GARAGE TYPE: SIZE SIZE SIZE SINGLE ATTACHED I X V DET INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: BLE [127 TRIPLE SIGNATURE OF APPLICANT: \,— g 1 *If proposed work involves new commercial cob kructi or commercial property, building elevations are required. ♦e00000eeeee0000000e0000000♦♦e00000I Official Use Plans Examiner -- Sll4 00f im Siding and/or Masonry Slab on Grade Composition El E_ bls ns to an existing 0♦0,600000e000000e000eo♦ Zoning Official C ents: YE rNO Fire Marshall Energy, Code Compliance Information m % 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 ❑ Chemical Termiticide Treatment (Soil Treatment) NA % R13 R30 9 13 Chemical Ten-niticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other • P , *Verification of Application shall be submitted'to the City of College Station Building Department prior to issuance of the Certificate of Occupancy. r