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HomeMy WebLinkAboutSLAB2007-01107o1- 1107 13Esselte Ach R 7521/3 10% P4 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001107 Date 4/16/07 Application pin number . . . 367300 Property Address . . . . . . 4131 MCFARLAND DR Property ID: 579530-0208-010 R #. Application type description SLAB ONLY RES. (SF) Subdivision Name . . . . . . SOUTHERN TRACE PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 11405 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 495085 Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . 4/16/07 Valuation . . . . 11405 Expiration Date . . 10/13/07 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 5.0000 THOU BLDG, VAL 1001-50000 55.00 ---------------------------------------------------------------------------- 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 FLAMMABLE MATERIALS --------------------------- --------------------- - ------ - y----- f�---- '- BUILDING DEPT REPRE NTAT APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 11.01 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 07-00001107 Date 4/16/07 Application pin number . . . 367300 ---------------------------------------------------------------------------- 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 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 -------------------------- ------------------- ----- --- ---- --------- BUILDING DEPT REP ESENT ...�a APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE (*Orq" COLLEGE STATION TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning d'Devdap,nentSnvicer WWW CSTX.GOV 1 F 'or Office se Only DATE: `4 EG APPLICATION # TEMP POLE # ADDRESS/LOCATION: LOT 10 BLOCK ft? ✓ SUBDIVISION SOUTHERN TRACE 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 4 WALL BRACING METHOD: PRESCRIPTIVE APA PORTAL FRAME W/ CSPS ❑ ENGINEERED QX HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 11,405 / TOTAL AREA: 1862 HEATED AREA: 1728 (Cost of Labor and Materials) �X PUBLIC SEWER NUMBER OF BEDROOMS: 4 -10 ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4.5 SIZE ATER P: SIZE OTHER TAP: SIZE GARAGE TYPE: SINGLE ATTACHED INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Skiing and/or Masonry FOUNDATION TYPE: Slab on Grade ROOF TYPE: DOUBLE EtHED n SIGNATURE OF APPLICANT: l 141A/ *If proposed work involves new commercial c6nstructiaa commercial property, building elevations are required. Official �i�- t7 Plans Examiner � y° r` S �oa/( y Composition TRIPLE ons to an existing C TrES r NO Zoning Official 3e Only 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 R13 R19 .40 .65 R6 13 S.. s CREATED JONES: 4131 MCFARLAND :ST07049 PRE -CON CORRECTED PLAN# S-1747-C FINAL 9 P, STYLECRAFT BUILDERS, INC. ©2007 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES A.NTD DETAIIS AREA SUMMARY 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 REWIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS. FOUNDATION AND SUBGRADE SPECIFICATIONS I. REMOVE SURFACE VEGETATION, ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF 6. T14E EXPOSED SURFACE SHALL SE 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 STIES. 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 S 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 INNEW BILLET DEFORMED BARS CONFORMING TO ASTM A61 S. GRADE 60. EXCEPT 93 BARS WHICH ARE BEM (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC $HNl CONFROM TO ASTM A185. ALL REINFORCING SHALL BE CLEAN AND FREE OF MILL SCALE 2. DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, AG 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 VAIN THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE & PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REWIRED BY THE MANUAL OF STANDARD PRACTICE, AG 316. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL. BE EQUIPPED WITH BOTTOM BEARING PLATES. 6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE IM ACI CODE 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONN. REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 3-M BARS X S-0' LONG 0 4' ON CENTER AT EACH SUCH CORNER PLACED WITH TYPICAL SLAB REINFORCING. CAST IN PLACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 319. 2. ALL CONCRETE SWILL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3.000 PSL 3. NO HORIZONTAL JOINTS WILL BE PERMTRED W 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 APPRRVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK 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 BEAMS - 3• BOTTOM: 2' SIDES AND TOP FLOOR SLABS -Z' & ALL PENETRATIONS AND SLEEVED HOLES $HALL BE APPROVED BY THE STRUCTURAL ENGINEER 7. CONCRETE PLACEMENT SLINK. BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY KARD MORE THAN 5 FEET. & CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECHNICAL ENGINEERS REPORT FOR THE PROJECT AREA AND FEDERAL HWSING ADMINISTRATION REQUIREMENTS. NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC GEOTECHNICAL ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN COMMISIONED OR ACCOMPLISHED, RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIN. LAP MIN.RADMS LEAST 6' INTO UNDISTURBED NATURAL SIZE INCHES OFBENDS GROUND. 2" 5/16" 2 1-114 15" 20-::WE 26" 2-518" 3 3" LICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 1411 EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" O-L o =--- -- - ---_ _--- ° F �m 1 #3 BARS @ 14' O.C.E.W. • \\� ,�\ \\,• O X I \ #3 STIRRUPS @ 36' O.C. 4 #5 BARS TOP & BOTTOM Nj �• \; 6 MIL POLY W.P. SELECT FILL NTTEERIB R BEAM 1INTERIOR SLAB DROP BRICK LEDG - 8' x 1/2' ANCHOR BOLTS 2-1/2' ABOVE F.F. @ 48' O.C. " AND WITHIN 12' OFDOOR O, ZO f, �- -- --- --- - d = - - O Z " \ I I Km O� \ #3 BARS @ 14" O.C.E.W. ir �/ #3 STIRRUPS @ 36' O.C. 4 #5 BARS TOP & BOTTOM ;D j/ \� 6 MIL POLY W.P. SELECT FILL 3EXTERIOR BEAM @ BRICK LEDGE 7EXTERIOR BEAM 0 EXTERIOR WALL w.1 +n a ABUTTS kol - F —II I — — — — — -1 _ cc V I L-_sJ t � L- - - - - -J 101' N --=-1 r------�-� • � I I I ��I _ h K L___J L______J L___-_J L___J e KI M r---_1------, r-----� F--- L___J L_ _ // 1. _ J L—_—J fz/ f' / F----1 F L---J I- --/J N ILOCATIONI Ai O N C 0� a U� X H W o RAF h cw7 w o P4 O H rn cn v 6g DER 0R BEAA4 (@ GARAGE BRICK LEDGE 5EXTERIOR BEAA4 (& GARAGE BRICK LEDGE Wl_. 1 FOUNDATION PLAN SCALE:1/8"=1'-0" SHEET: S-1 FOUNDATION PLAN