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HomeMy WebLinkAboutSLAB2007-01099W, 01-- loctq w I � w ✓ 1 , .I /3Esselte R 7521/3 M N 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 . . . . 07-00001099 136100 4105 MCLISTER DR 579530-0207-0020 Date 4/16/07 SLAB ONLY RES. (SF) SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 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 . 495002 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 FLAMMA LE MATERIALS ------------------------------ ----------- BUILDING DEPT REPRE NT IVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001099 Application pin number . . . 136100 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 - APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning crDenelopmentSmices WWW CSTX GOV For Offs e Use Only U r DATE: ` t seTRCC REG APPLICATION # M 1001 TEMP POLE # ADDRESS/LOCATION: L[ICS M64-I2 j LOT 2 ✓ BLOCK /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 Plumbinq 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 FX HOMEOWNER ASSOC IATI ON/ARC H ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: NIA 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 �O SEPTIC/TREATMENT SYSTEM r� „ L_J vwvEr� i nr. --T. SIZE I�-4AL�Fa TnP. a/n u -- SIZE ❑ OTHER TAP: SIZE GARAGE TYPE: SINGLE El ATTACHED NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4.5 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE DETA HED--- Siding and/or Maso Slab on Grade Composition TRIPLE SIGNATURE OF APPLICANT: ZZI *If proposed work involves new commer Ic al c6Atructi cadge imim commercial property, building elevations are required. Official Use Plans Examiner Zoning Official S�4 6.4o y For Stylecraft ions to an existing ments: YES r NO 1 vim' 77. Lhergy Code Compliance Information % Glazing of exterior walls 10% Insulation R value of exterior walls R 1 3 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 c I •I� � I — -- — ----- — — — --- -- — — --- --- W I — — — — WTI °D O cn 00 ~ T0 c/) �� N m y 17 ZI I I b r r m 'N is � (/�F N Im H L I� A I� IC 7T1 WI Ill I I I � s�4'♦ I� im I I I v I I I I - ti. I I y cn I .I a coo O I x Tv I --�— -- -- — 7.5 IDE P -------,-3 -- — --- ----- _ J 0O of rr Cn � xr000 �OH�w H� ES RI ODATE w It con r l ST FLOOR AC 953 S CREATED COHEN FAMILY TRUST: 4103 MCLISTER : ST07015 0 � � Q 2ND FLOOR AC 775 SF PRE -CON �d (� AC TOTAL 1728 SF n „ ro CORRECTED PLAN# S-1747-B x�C a COVERED PORCH 93 SF tttJJJ y STORAGE 41SF FINAL STYLECRAFT BUILDERS, INC. ©2007 TOTAL FRAMED 1862 Si 9 °n^ssa°�°�ff 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 O O O TOTAL SLAB 1087 SF N a N H Z PFR TMFTFR 1 AO 7 I C SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS 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 REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS. FOUNDATION AND SUBGRADE SPECIFICATIONS 1. REMOVE SURFACE VEGETATION, ROOTS. AND ORGANIC MATERIALS TO A DEPTH OF fr. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAKAREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL 2. COMMON FILLS SOILS SHAD. 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 SLADE 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 SPECIFICATIONS 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A815, GRADE 00, EXCEPT *3 BARS WHICH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A1SS. 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, ACI 315. UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12 INCHES MINIMUM. S REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 4. ALL TOP REINFORCEMENT SWLLL HAVE CORNER BARS PLACED WITH 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, ACI 31S. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. IL CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE IM ACI CODE T. 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 B-0' LONG ® 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 REINWEMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3,OOD PSI. 3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERTM.AL 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 FLAB 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; T SIDES AND TOP FLOOR SLABS -7 IL ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER 7. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS F04AL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 6 FEET. S. 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 HOUSING 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.RADIUS LEAST 6" INTO UNDISTURBED NATURAL SIZE INCHES OFIENOS GROUND. #3 1 15/16" #4 1-va" #5 1s" 1-9/16" #6 20' #7 26' 2-5/8" #8 35" 3' DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 1411 EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" #3 BARS @ 14" O.C.E.W. Owd#3 STIRRUPS 36' O.C. F j\ I d P 4 #5 BARS TOP & BOTTOM Nj6 MIL POLY W.P. \ \ \ \ SELECT FILL �g&�M�OR BEAM 1INTERIOR SLAB DROP Fo �. -_-- --- --- - -T-� - `Qw J'L'' #3 BARS @ 14" O.C.E.W.O #3 STIRRUPS @ 36" O.C. // I4 #5 BARS TOP &BOTTOMzj/ 6MILPOLYW.P. SELECT FILL ���- 3EFTERIOR BEAM (@ BRICK LEDGE 7EXTERIOR BEAM (a) EXTERIOR WALL 1 ,•ra L&.usrT� dD 5' FROM DOOR OPENING WHERE )RK ABUTTS Zy I V R < //,�/.�//i.� °iI m • Z— �m I I "I #3 BARS @ 14" O.C.E.W. \ , I I • (Om BARS @ 12- O.C. I Z F #3 STIRRUPS @ 36" O.C. / I Nz // / 4 #5 BARS TOP & BOTTOM j ° J N j ` 6 MIL POLY W.P.j / / - SELECT FILL BEAM GARAGE EXTERIOR BRICK LEDGEBRICK LEDGE EXTERIOR BEAM@GARAGE BEAM@GARAGE BRICK LEDGE BRICK LEDGE 46) 21) F"Lo ---I F- — — — — — OI L_—� I I I I - 1I0 J L —— --J 10�. 1 • r-ol. • h K cq L___J L______J L--___J L___J • OD L—_—J L— _ // �� — J L__—J F-----I F— L---J L --/J N `� cn 1 FOUNDATION PLAN SCALE:1/8"=1'-0" ILOCATIONI v T� r0 l ' 1�1 O 1 � m r U i s� cn H a0 r•1 a/ O U a �N �0 � 1w F•�I O U h'L"1 SBEET: S-1