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HomeMy WebLinkAboutSLAB2007-0109101-iocti /3 Fsse/te 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 . . . . . 07-00001091 Application pin number . . . 904900 Special Notes and Comments Page 2 Date 4/16/07 MAKE SURE TO INCLUDE REBAR SLAB GROUND THERE SHALL BE NO COMBUSTIBLE OR FLAMMABLE MATERIALS 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 (150') 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 Plan Check Total Grand Total BUILDING DEPT APPLICANT: 70.00 70.00 .00 .00 .00 .00 .00 .00 70.00 70.00 .00 .00 r - - BUILDING 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 . . . . 07-00001091 Date 4/16/07 904900 4102 SOUTHERN WAY DR 579530-0205-0010 SLAB ONLY RES. (SF) SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 11286 Owner Contractor - ------------------------ ----------------------- STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 495200 Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . 4/16/07 Valuation . . . . 11286 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 Driveway was modified per site plan to meet driveway requirement. 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 JBEEHOWN ON PLANS) -i-s --------- _ _ 7. BUILDING DEPT REP ESENT APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE (*Orq" COLLEGE STATION, TX 77840 CITY Or COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning & Development Smices wWwCSTX.GOV Fa 0I/ Use Qak rb DATE: TRCC REG G�I APPLICATION # TEMP POLE # I ADDRESS/L CATION: CIO!► 'SDTN1✓(ZN WAq LOT l V BLOCK 'rD /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 WALL BRACING METHOD: PRESCRIPTIVE ❑ APA PORTAL FRAME W/ CSPS ENGINEERED OX HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 11,286 TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) FX PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SIZE WATER TAP! SIZE ❑ OTHER TAP: SIZE I� T -W Q e- GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS NUMBER OF BATHROOMS INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: 4 4 Sheet Rock Siding and/or Masonry Slab on Grade ROOF TYPE: Composition BLE F—] TRIPLE SIGNATURE OF APPLICANT: 1Z 0 For St lecraft *If proposed work involves new commerci onstructio jfacade mprove m nts renovations to an existing commercial property, building elevations are require . Official Use Only `�? CE oeNO Plans Examiner Zoning Official s/44 C)V ty 1w 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 12% R13 .40 .65 R6 13 C BOMSHTEYN: 4102 SOUTHERN WAY :ST07002 PLAN# S-1747-A ~ FINAL '" STYLECRAFT BUILDERS, INC. ©2007 • -'.."-5-in"+"" °.."«".° "°".°"I' 9,°.°.0 011 4090 ST. HWY. 6 SOUTH COLLEOE.STATION. TEXAS 77945 (979)690.1222 O ti 0 n -- r m CD 7u D Ti W C r 0 m U) T tl.J C0 M Cd CD co -A co C) 0) fV C7 O v A ND v co O 0 0 0 co SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DEI'AII-S 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 ITEA15. FOUNDATION AND stMGXxRADE SPECIFICATIONS .REMOVE SURFACE VEGETATI(m ROOTS. MID ORGANIC MATERIALS TO ADO" OF 6'. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAKAREAS SHALL BE REMOVED AND PLACED SY COMPACTED FILL 2. COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOL (NATURAL SOURCE) SHALL BE FREE OF ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 2M 3. FILL MATER ALS SHALL BE PLACED BY BOX TRADE 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 S. 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 SPECIFK'.ATIONS 1. ALL REINFORCING STEl3 SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT p BAR$ WMCH ARE BEM (SUCH AS STIRRUPS, TIES. OR DOWELS) MAY BE GRADE 4Q WELDED WIRE FABRIC SHALL CONFROM TO ASTM A165. ALL REINFORCING SHALL BE CLEAN ANO FREE OF MILL SCALE 2. DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, AC131S UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12 INCHES MINIMUM. S REINFORCM BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL TOP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH THEIR THAT EXTEND IRO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE S. PROVIDE NECES.�ARYTIES AND BAR SUPPORTS AS REWIRED BY THE MANUAL OF STANDARD PRACTICE. AC 315. CHARS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS. OR FELTS SHILL BE EQUIPPED WITH BOTTOM BEARING PLATES. L E CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE I ON ACI COD 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORAM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 343 BARS X Sd LAND ® 4' ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SLAB REINFORCING. CAST M PLACE CONf7tETE SPECIFICATIONS 1. ALL CONCRETE W & BHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 3% 2. ALL CONCRETE SHALL BE NORMAL. WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3xw PSL 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 APPORVED 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 US OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. 5. UNLESS OTHERWISE NOTED. CONCRETE COVER FOR REINFORCING STEEL SHALL BE: GRADE BEAMS -3' BOTTOM; T SIDES AND TOP FLOOR SLABS -2' 6. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER T. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CRANE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY FOND MORE THAN 5 FEET. 4 CONSOLIDATE CONCRETE By PROPER USE OF MECHANIC VIBRATOR DESIGN CRITERIA THE FOUNDATION N164 BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECIICJAL ENGINEERS REPORT FOR THE PROJECT AREA AND FEDERAL. HOUSING ADMINISTRATION REOUIREAEN 13L NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED S PROVIDED. A SITE SPECIFIC GEOTECHNIC L ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN COM MISIONED OR ACCOMPLISHED. RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIN. LAP MIN. RADIUS LEAST 6' INTO UNDISTURBED NATURAL SIZE INCHES OFBENDS GROUND. 15- A6,." zo 7 26' S/8 35- 3' --a T. . FA,�; ' T UICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14-1 EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" O_ .\ ° _ \ ``#3 BARS @ 14' O.C.E.W.- I #3 STIRRUPS @ 36' O.C. y j d i 4 #5 BARS TOP $ BOTTOM Nj \; 6 MIL POLY W.P. SELECT FILL 1 INTERIOR SLAB DROP H r 4 I I �m \\ #3 BARS @ 14' O.C.E.W. z01 STIRRUPS @ 36' O.C. y/ f co j/ o I ' :!E47#5;BARS TOP $ BOTTOM i4 %' \� 6 MIL POLY W.P. SELECT FILL ��Y . .. .. 3EXTERIOR BEAM (a) BRICK LEDGE 7 EXTERIOR BEAM (N) EXTERIOR WALL rr� �m Oj � (• #3 BARS @ 14' O.C.E.W. • �/ ~ \/ a #3 BARS @ 12' O.C. TIRRUPS @ 36' O.C. / \ /� Oj /� gNBARS I TOP BOTTOM �:; j ° ;A 6 MIL POLY W.P. SELECT FILL BEAM t7D GARAGE na GARAGE 6-E -OR BRICK LEDGE 5A $OR BEAM BRICK LEDGE II CRfITCALlAGT10NW I � I I I rrr I L I T I I II I L— _ _J L _ _ 1(r T r N I II I co 2 I I I I 2ND or LorwnoNm I - � M I II I L--- JL- - - - - -- 6- Y TI SHEET- S-1 FOUNDATION PLAN 1 FOE_1UNDATION PLAN