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Home My WebLink AboutSLAB2007-01095F' 01- 109 5 a Esselte R 7521/3 M R BUILDING PERMIT CITY OF COLLEGE STATION i 1101* TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001095 Date 4/16/07 Application pin number . . . 520500 Property Address . . . . pf&j MCLAREN DR Property ID: 579530-0207-0050 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 . 494963 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 BUILDING DEPT REPRES TIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION .110L TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001095 Application pin number . . . 520500 Special Notes and Comments Page 2 Date 4/16/07 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 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 - APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLI=GE STATION 1101 TEXAS AVENUE (*Orq" COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Pkinning&DrvdopmensSnvices WWW CSTX.GOV For Office Use Only ( DATE: V' f -TR�C APPLICATION # TEMP POLE # ADDRESS/LOCATION: 19010 %MCIA gr::�nJ LOT_ BLOCK / SUBDIVISION SOUTHERN TRACE / SEC/PH 2 BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR/HOMEOWNER: S�YLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR ADDRESS: 4090 State Highwav 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 0 APA PORTAL FRAME W/ CSPS ENGINEERED �X HOMEOWNER ASSOC IATIO N/ARC H ITECTUAL 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) ^ 0 �X PUBLIC SEWER ' ` SEPTIC/TREATMENT SYSTEM SIZE VVAI ER TAP. n SIZE OTHER TAP: SIZE RffErot1rP GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4.5 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: FOUNDATION TYPE: Siding and/or Mason Slab on Grade ROOF TYPE: Composition DOUBLE F—] TRIPLE SIGNATURE OF APPLICANT: q IZ 0-7ForSt lecraft *If proposed work involves new commercial nstru t' facade i prove en /renovations to an existing commercial property, building elevations are required. Official Use Only Plans Examiner Zoning Official Comments: S o NO NC - Ve,4 'W/� Energy Code Compliance Information t % Glazing of exterior walls 10% Insulation R value of exterior walls R13 Insulation R value of ceiling 1 (flat areas) R30 Insulation R value of ceiling 2 (vaulted areas/no attic) R19 Glazing SHGC .40 Glazing U-Factor .65 R value of ductwork R6 A/C SEER Rating 13 I 1 I I I, 1 .1 I 1 1 i 1• 2901 MCLAREN DRIVE SOUTHERN TRACE LOT-5 BLOCK - 7 PHASE-2 1 SITE PLAN so vE:,--zlr-0• 0 O N OQ a U� r� H Wo A F 0 W� 0 �t M SIMED C-1 srMPLAN SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS GENERAL NOTES 1. THECOHIIRA[;TOR IS RESPONSIBLE FORVERIFYING ALL DIMENSIONS AND CONIMONS BEFORE PROCEEDING WITH THE WORK REPORT ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE REOUIREA 2 REFER ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOORAREAS, F4ASIKU , AND EMBEDDED ITEMS_ FOINOATION 1. REMOVE SUNCSEUVBGE13RATDAETOLOSTTND ORGANIC MATERIALS TO A DEPTH OF 6•. THE 0.POSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT O WEAKAREAS SHALL BE REMOVED MID PLACED BY COMPACTED FILL 2. COMMON FE S SOILS SHALL CONSIST' OF SODS FROM TF1E SITE OR SOIL OF SIMILAR L7ARACTERISTiCS OBTAINED FROM OTHER STIES SHECT FILL SOL (NATIFW.SOURCt7 SWLLL BEFREE OF ORGANK MATIEHTIALS, A PULSTC(TY INDEX W LESS THAN A & 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 BOLDING PADS TO FINAL GRADE BYADDITION OF SELECT FILL MATERIAL 5 PROVIDE 6 MLTHIQOIESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FLML OVERLAP247ATALLJOINTM REINFORCING Silk. SPECIFICATIONS 1. ALL REINFORCING 5SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A815, GRADE 60, EXCEPT 93 BARS WINCH ARE BEM (SUCH AS STI UWM TIES, OR DOWMS) MAYBE GRADE 40. MELDED WIRE FABRIC SHALL CONFROM TO ASTM ALBS ALL REINFORCING SHALL BE CLEAN MID FREE OF MILL SCALE 2 DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE. ACI 315. UNLESS SFHOWN OTHERWMF-LAPCONTINUOUS BARS 30 BAR DIAMETERS AT SPIKES, 12 INCHES MINIMUM. 1 REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 4. ALL TOP REF�SH1ALL WAVE CORNER BARS PLACED WITH THEM THAT OnED INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE S. PROVIDE NCCFSSARYTIESAND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE. ACI 315. CHAIRS AND BOLSTERS FOR APPLICATION DRECTLYOVER EA RTK POLYSHEETB. OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. L CON^C RETE COVERAGE FORTH- REINFORCING Sr-M SNAIL COMPLY WITH THE 108 ACI CODE T. WFIERE THE GEOMETRIC CONFIGURATIONS OF SUBS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS, EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHAD. BE 343 BARS X 5'-0' LONG® 4-ON CENTS TAT EACH SUCH CORNEA, PLACED WITH TYPICAL SLAB REINFORCING. CAST N RACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUDDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31L 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COAPRESSNE 6TRENGTH OF LOGO PSI. L NO HORRONTAL MEA S D BE PERMRTED N CONCRETE WORK EXCEPTAS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACFMENT WILL SE MADE WITH VEHIKR1L TO THEPL IICORPORATNOASHFAR ID YAT CENTERS OF SPANS LOCATIONS FOR STOP POINTS SHALL BEAPPOWBO BY THE STRUCTURAL. ENGINEER PRIOR TO TF� Fl/1CFMEf T. 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 L UPB.ESS OTHERWISE NOT®, CONCRETE COVER FOR REINFORCED STEEL SHALL BE GRADE BEAMS -r BGTTOK r SIDES AND TOP FLOORSLABS-r L ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER 7. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MDCER TRUCK OR SY PUMPING TO ITS FINAL. POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY NAND MORE THAN 5 FEET. L CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GF9TECHIBCILL ENGINEER'S REPORT FOR THE PROJECT AREA AND FEDERALHOUSING ADMINISTRATION REQLNtEMENIS. NO OTHER WARRANTY OR GUARAHNTEE 09-RESS OR BILLED IS PROVIDER A SITE SPECIFIC GEOTECHNICAL ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN COM M161MM ORACCOMPLMHED. RE -BAR SPECS NOTE- ALL GRADE BEAMS MUST BE AT BAR MIN.LAP MN.RADIUS LEAST W INTO UNDISTURBED NATURAL S= INCHES OFBPJms GROUND. 1r 5116 2 5' 1 6' 0 2-1 26' 25/ 35' 3' DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" #3 BARS @ 14' O.C.E.W. \\� •a\ \: #3 STIRRUPS @ 36- O.C. 4 #5 BARS TOP & BOTTOM I d i i 6 MIL POLY W.P. SELECT FILL 1 INTERIOR SLAB DROP +'P 1 #3 BARS @ 14' O.C.E.W. 1 � #3 STIRRUPS @ 36- O.C. 4 #5 BARS TOP & BOTTOM 1 1 1 . 9 6 MIL POLY W.P. / J SELECT FILL t� 3 EXTERIOR BEAM @BRICK LEDGE 7 EXTERIOR BEAM n EXTERIOR WALL e wiE aa�Q • #3 BARS @ 14-O.C.E.W. I la z d #3 BARS @ 12' O.C. / . \ g/ 1 ♦ #3 STIRRUPS @ 36' O.C. N y/ 4 #5 BARS TOP & BOTTOM / I 6 MIL POLY W.P. SELECT FILL 6EXTERIOR BEAM (d GARAGE BRICK LEDGE S OR BEAM Q GARAGE BRICK LEDGE N F 6 20 Lo 'r d I I I I I I •I I I I 1 I I II II I v J L____-_J L_____J L___J `? cu • l9 I II 2 II II I I I II ,�. , I I I C 2 •I 1 1 `J 1 1 `J 1 1 `J I I I I I I I I ilk.II I I II aI L---J L— r----1 F— Me i Nt rq a a 1 FOUNDATION PLAN SCALE:1/6'=1'-0" S-1 FOUNDATION R AN