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Home My WebLink AboutSLAB2007-01101FF", o�-iron '4 • .� "ill, rA /3fsselte R 7521/3 10% P4 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGO 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 . . . . 07-00001101 443900 4109 MCFARLAND DR 579530-0206-0050 Date 4/16/07 SLAB ONLY RES. (SF) SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 10626 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 495028 Permit Fee . . . . 65.00 Plan Check Fee .00 Issue Date . . . . 4/16/07 Valuation . . . . 10626 Expiration Date . . 10/13/07 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 5.0000 THOU BLDG, VAL 1001-50000 50.00 ---------------------------------------------------------------------------- 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. BORACARE TREATMENT IS A SUITABLE SUBSTITUTE. 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 THERE SHALL BE NO COMBUSTIBLE OR FLAMMA LE MATERIALS --------------------------------------------- ----�-�.�.......... BUILDING DEPT REPRE TA APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE'STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001101 Application pin number . . . 443900 Page 2 Date 4/16/07 Special Notes and Comments PLACED ON SITE, LOT OR SUBDIVISION WHERE WATERLINES AND FIRE HYDRANTS AS REQUIRED BY THE APPLICABLE SUBDIVISON REGULATIONS ARE NOT COMPLETED AND IN SERVICE AND WHERE ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES DOES NOT EXIST TO WITHIN ONE HUNDRED FIFTY FEET (1501) OF THE MOST REMOTE PART OF THE STRUCTURE. (IFC section 501.4) 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 PROVIDE SANITARY FACILITIES 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 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 65.00 65.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------ ----------------- ------------ --- -- BUILDING DEPT REPREr !A-IV ---------- � APPLICANT: (o� APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY Or COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning&Development Services WWW CSTX.GOV For Office se Only DATE: Li �'C'REG APPLICATION # �� ' I v' TEMP POLE # ADDRESS/LOCATION: -( Z.(O"I M�L_ANfD >K . K � LOT V// V BLOCK (o SUBDIVISION SOUTHERN TRACE V-*' SEC/PH 2 BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR ADDRESS: 4090 State Highway 6 South ELECTRICIAN: To Be Determined PLUMBER: Bass Plumbing HVAC: To Be Determined GOOD CENTS (Residential only): No CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * X SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: Slab On Grade STRUCTURE USE: Single Family Residence WALL BRACING METHOD: PRESCRIPTIVE �X APA PORTAL FRAME W/ CSPS ❑ ENGINEERED HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10,626 ✓ TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Materials) �X PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SIZE 3yn y"R+ SIZE OTHER TAP: SIZE GARAGE TYPE: SINGLE ATTACHED El SIGNATURE OF APPLICANT NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE FOUNDATION TYPE ROOF TYPE: DOUBLE ETACH D Sidino and/or Mason Slab on Grade Composition TRIPLE 71 *If proposed work involves new commercial coneruction ade commercial property, building elevations are required. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ Official Use Only Plans Examiner Sly oA1( y impr�vemenfs/rdnovations to an existing Zoning Official ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Comments: S r NO Nc Energy Code 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 Glazing U-Factor R value of ductwork A/C SEER Rating 10% R19 .40 .65 A • A SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS GENERAL NOTES ' 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK REPORT ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE REOUIRED. 2- REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS. FINISHES, AND EMBEDDED ITEMS. FOUNDATION AND SUBGRADE SPECIFIGRTRNJS 1. REMOVE SURFACE VEGETATION, ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF ('. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL 2- COMMON FlLLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOIL (NATURAL SOURCE) SHALL BE FREE OF 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 EXCAVATION AND CONCRETE PLACEMENT LOADS. 4. AFTER STRIPPING, BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL 5. PROVIDE 5 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 A815, GRADE 50. EXCEPT 03 BINS WHICH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAYBE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A185. ALL REINFORCING SEAL BE CLEAR AND FREE OF MILL SCALE 2. DETAILING AND FABRICATION OF REINFORCING BARS SMALL 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 RACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REWIRED BY CODE 5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE". AC1315. CHARS AND BOLS'TEM FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SFIALL BE EQUIPPED WITH BOTTOM BEARING PLATES. 5. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE IBM 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 343 BARS X 5`4' LONG 04' ON CENTER AT EACH SUCH CORNER, RACED WITH TYPICAL SLAB REINFORCING, CAST IN RACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 315. 7 ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 3. NO HOR=NTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERTICAL BULKHEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FOF'WORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. 5. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE REAMS . 3' BOTTOM; 2 SIDES AND TOP FLOOR SLABS - Z. S. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 7, CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MI[XER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET. S. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESRITEA IGN CTIFR THE FN RNJ HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOIECHNICAL ENGINEER'S REPORT FOR THE PROJECTAREA AND FEDERAL HOUSING ADMINISTRATION REQOREMEN73. NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC GEOTECHNICAL ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT FLAB NOT BEEN COMMISIOIED OR ACCOMPLISHED. RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIN. LAP MIN. RADIUS LEAST 6' INTO UNDISTURBED NATURAL SIZE INCHES OF BENDS GROUND. #3 12" 15/16 #4 2" /4 #5 15- 20' 2-114" 26 2-5/6" #8 35" 3' DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" Y - - - �m j ; I #3 BARS @ 14.O.C.E.W. ZF j\ " \ 1#5;BARS TIRRUPS @ 36' O.C. f o 4 TOP & BOTTOM N� �\ \; 6 MIL POLY W.P. .\ .\ .77SELECT FILL 0 z O 1INTERIOR SLAB DROP X -T-- --- --- - ZT -r-� - i I I j " \\ #3 BARS @ 14"-O.C.E.W. I #3 STIRRUPS @ 36' O.C. j I 4 #5 BARS TOP & BOTTOM / I 9 \� 6 MIL POLY W.P. \ J Y ,\ /� SELECT FILL \�� .. .. .. 3 EXTERIOR BEAM (& BRICK LEDGE 2EXTERIOR BEAM (a) EXTERIOR WALL ABUTTS -_..- I- I - --- N X ///.\///.\ " #3 BARS @ 14" O.C.E.W.Aralm "I Oj I a #3 BARS @ 12' O.C. I /� #3 STIRRUPS @ 36' O.C. I _ / gF_ / 4 #5 BARS TOP & BOTTOM ' �Q Z 6 MIL POLY W.P. �/ / / / \ N' SELECT FILL 26'-81" 51. 13'-41" N " _ 2 I II i I a - N I II � L - - - - J L - - - - - — T I 2 II I II ' `:/ 2 I � II 1 L------J L------ I II I II I I I I III w ILOCATIONI 7U7 p V) 6�i EXTERIOR BEAM ("� GARAGE BRICK LEDGE ;EXTERIOR BEAM (D� GARAGE BRICK LEDGE 1 FODUNDATION PLAN S-1