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Home My WebLink AboutSLAB2005-03868, 05-3427G BUILDING PERMIT CITY OF COLLEGE STATION 1101--TE-AS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ----------------------------------- ----------------------------------------- Application Number . . . . . Property Address . . . . . . Property ID: R #: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 05-00003868 928 WINDMEADOWS DR 650730-0202-0060 R300473 SLAB ONLY RES. (SF) WESTFIELD VILLAGE PH 2 RESIDENTIAL PLANNED DEVL HOUSING 8131 Date 11/03/05 Owner Contractor ------------------------ ------------------------ BCS DEVELOPMENT CO STYLECRAFT BUILDERS 4090 SH 6 S 4090 SH 6 S COLLEGE STATION TX 77845 COLLEGE STATION TX 77845 (979) 690-1222 --- Structure Information 000 000 SLAB ONLY ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . BK Permit Fee . . . . 55.00 Plan Check Fee .00 Issue Date . . . . 11/03/05 Valuation . . . . 8131 Expiration Date . . 5/02/06 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 5.0000 THOU BLDG, VAL 1001-50000 40.00 ---------------------------------------------------------------------------- Special Notes and Comments 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. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES } Per section R106.3.3, 2003 IRC and section 106.3.3 2003 IBC, proceed with foundation work at own risk without assurance that further permits will be issued. 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 If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE - BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ----------------------------------------------------------------------------,. Page 2 w;... Application Number . . . . . 05-00003868 Date 11/03/05 ---------------------------------------------------------------------------- Special Notes and Comments 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 Refer To This Permit For Details For This Plan PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. 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 Slab only issued with full understanding that builder is proceeding at his own risk ---------------------------------------------------------------------------y. Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------------------------------=-------------------- Permit Fee Total 55.00 55.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 805.00 805.00 .00 .00 ------------------------ O --------------------------- BUILDING DEPT 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 . . . . . 05-00003427 Date 11/03/05 Property Address . . . . . . 928 WINDMEADOWS DR Property ID: 650730-0202-0060 R #: R300473 Application type description TEMP POLE Subdivision Name . . . . . . WESTFIELD VILLAGE PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 0 Owner Contractor ------------------------ BCS DEVELOPMENT CO ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S RANDY FRENCH COLLEGE STATION TX 77845 4090 SH 6 SOUTH COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . BK Permit Fee . . . . 20.00 Issue Date . . . . 11/03/05 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 ------------------------------ 7-------- BUILDING DEPT REPRESENTATIVE: APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3670 (979) 764-3496 FAX W W W.CI.COLLEG E-STATION.TX.US ADDRESS/ OCATION: LOT C _ BLOCK Z U S DATE: V APPLICATION # TEMP POLE #� UBDIVISION YVF-1 F- I e L a Y � L. L_AC-I f Z PHASE 2- -----/ BUSINESS/OWNER NAME: STYLECRAFT BUILDERS INC. PHONE: 690.1222 ext. 20 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS INC. PHONE: 690-1222 ekt. 20- CONTRACTOR ADDRESS: 4090 State Highway 6 South ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Control Tema GOOD CENTS (ResidenUal only):No ACCESSORY/STORAGE ADDITION DEMOLITION (Asbestos Survey) DUPLEX (Landscape Plans Req) CLASS OF WORK LOCATION MOVING NEW CONSTRUCTION REMODEURENOVATION RE -ROOF (Total/Partial) SHELL. ONLY SLAB ONLY SWIMMING POOL DESCRIPTION OF WORK., Conventional Framina STRUCTURE USE: Sinale Family Residence HOMEOWNER ASSOCIATIONIARCHITECTUAL-OR DESIGN REVIEW COMMITTEE APPROVAL: N TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ NIA VALUATION: $ g 3 �_ TOTAL AREA: HEATED AREA: a 32 00 (Cost o Labor and Materials) — / QX PUBLIC SEWER 3 NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM 7 NUMBER OF BATHROOMS: a fl X SEWER TAP: 4- INTERIOR WALL TYPE: Sheet Rock 1Sv SIZE D� WATER TAP: OTHER TAP: MR. TEMP POLE u I GARAGE TYPE: Y4n SIZE SIZE SINGLE a ATTACHED SIGNATURE OF APPLICANT: -7--K /0-3/—oS_ Plans Examiner EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: Siding and/or Masonry Slab on Grade. Composition DOUBLE Z] TRIPLE a DETACHED a CARPORT Official Use Only ments: 7-1 Y or NO Zoning Official _ FINISHING NOTES. 1. FULL CEDAR FENCE 2. 3. 4. 5. 6. 928 WINDMEADOWS WESTFIELD VILLAGE LOT - 6 BLOCK - 2 PHASE-2 d9_RT • 11 �� • Y, �- 1 SITE PLAN SCALE 1"=20'-0" SHEET: C-1 AREA SUMMARY WESTFIELD VILLAGE SUBDIVISION FOUNDATION NOTES AND DETAILS G 1 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING VkM THE WORK RbPORTANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE REQUIRED. L REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS. FOUNDATION AND SUBGRADE 6PEGEICA31ONS L REMOVE SURFACE VEGETATION, ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF S. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL L COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOIL (NATURAL SOURCE) SWILL BE FREE OF ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 20. & FILL MATERIALS SHALL BE PLACED BY BOX BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATION AND CONCRETE PLACEMENT LOADS. 4. AFTER STRIPPING, BRING BUILDING PADS TO FCULL GRADE BY ADDITION OF SELECT FILL MATERIAL & PROVIDE 6 MIL THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FILM. OVERLAP 24' AT ALL JOINTS. REINFORCING STEEL SPECIFICATIONS 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A616, GRADE 60. EXCEPT 63 BARS WHICH ARE BENT (SUCH AS STIRRUPS, TIES. OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFRONT TO ASTM A1S& ALL REINFORCING SHALL SE CLEAN AND FREE OF MILL SCALE X DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACI 315. UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12 INCHES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL TOP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT SEAMS AND AT BOTTOM AS REQUIRED BY CODE. & PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, AG 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. & 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 WHERE SHOWN OTHERWISE. THIS REINFORCING SHALL BE 3-03 BARS X T-V LONG® 4' ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SLAB REINFORCINM CAST IN PLACE CONCRETE SPEGFIGONS :T 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AC 316. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF uw PSI. & NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE NTTH VERTICAL BULKHEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPORVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK DESIGN IS THEiiESPONISBILITY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. S. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS -3' BOTTOM: r SIDES AND TOP FLOOR SLABS -r & ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL. ENGINEER. T. CONCRETE PLACEMENT SHALL.BEACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY FOND MORE THAN 6 FEET. B. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR 'THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH tm CS THE REFERENCED OEOTECHMCAL ENGINEERS REPORT FOR AGRADE BEAMS MUST BE AT ER R ry�LAP MI . RADIUS THE PROJECT AREA AND FEDERAL HOUSING ADMINISTRATION LEAST S' INTO UNDISTURBED SIZE INCHES OFSEKDS REQUIREMENTS. NO OTHER WARRANTY OR GUARANTEE NATURAL GROUND. 03 it 1CJ1lP EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC Ira 1r GEOTECHNICAL ENGINEERING STUDY AND REPORT FOR THIS AS 1S tantH' PARTICULAR PROJECT HAS NOT BEEN COMMISIONED OR NIB RIP 2-1/4' A LISHED' A9 20' 2-W AB 3S 1 3' #3 BARS @ IT O.C.E.W.- #3 STIRRUPS @ 36' O.C. 4 #5 BARS TOP & BOTTOM 6 MIL POLY W.P.— SELECT FILL 11NTERIOR SLAB DROP I ° I #3 BARS @ IT O.C.E-.W. 1 / #3 STIRRUPS @ 36' O.C. 1 1 1 .1 / 1 4 #5 BARS TOP & BOTTOM 6 MIL POLY W.P. �-SELECT FILL-- 3�o1RIOR BEAM BRICK LEDGE 7EXTERIOR BEAM na EXTERIOR WALL ABUTTS -- -- #3 BARS @ 1Y O.C.E.W. 4 I 93 BARS @ 12' O.C. #3 STIRRUPS @ 36' O.C. I I 1 I 4 #5 BARS TOP'& BOTTOM t o I 6 MIL POLY W.P. 699 Bg=AM (a) GARAGE BRICK LEDGE SEEXXTEERIGOR BEAM @ GARAGE DOOR 1 FOUNDATION PLAN SCALE: 1/6'=1'-0' S-1 i� C) N �r� r / � N P n l tM1 a m CIA