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Home My WebLink AboutSLAB2007-01098G),Igp- 10CIV /3Esselte 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 . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #• Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00001098 982200 4104 MCLISTER DR 579530-0208-0030 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 . 494997 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 FLAMMABLE MATERIALS --- -------------------------- ----- --- ---- -------- BUILDING DEPT REPRE TATIVE: APPLICANT: C )5� BUILDING PERMIT CITY OF COLLEGE STATION 1101,TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001098 Application pin number . . . 982200 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 REPR ATIVE: h` APPLICANT: 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 &Deve%pmentServiar WWW CSTX.GOV (� For Offixe U e Ony DATE: ` I ?Il�aG APPLICATION # 01 r l C 1 V TEMP POLE # ADDRESS/LOCATION: LOT BLOCK L7 /SUBDIVISION SOUTHERN TRACE ✓ SEC/PH 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 AS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10,626 TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Materials) ' n� �X PUBLIC SEWER Uy ❑ SEPTIC/TREATMENT SYSTEM SIZE SIZE ❑ OTHER TAP: SIZE GARAGE TYPE: SINGLE a 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 DOUBLE F—] TRIPLE SIGNATURE OF APPLICANT: l2 b% For St lecraft *If proposed work involves new commercial s ruct' facade i prove me is enovations to an existing commercial property, building elevations are required. Official Use Only 77r/a , V_—_9 Plans Examiner —sly o pry Zoning Official ents. YES r NO 1 _ Energy Code Compliance Information % 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 N Ai*in,R7" F 104 MCLISTER DRIVE OUTHEM TRACE O ,OT - 3 xi LOCK - 8 HASE-2 4104 MCLISTER rays,, W� 1 SITEPLAN I _ 11 SCALE:1"=20'-0' SITE PLAN SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS GENERALNOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK REPORTANY 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 W. TEXPO SED OSED SURFACE SWILL BE VISUALLY CHC-CIOED AND ANY SOFT OR ID WEAK AREAS SMALL BE REMOVED APLACED BY COMPACTED FILL 2 COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM NATURAL STIES, SELECT FILL SOIL NATURSOURCE) SHALL BE FREE OF ORGANIC MATERIALS, A PLASTICITY' INDEX OF LESS TINJ 20. 3. FILL MATERIALS SHALL BE PLACED BY BOX BLADE OR FRONT END LOADER CONCRETE PLACEMENT LOADS. AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXGVATION AND 4. AFTER STRIPPING, BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL S. PROVIDE S ML THIKUNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FILM. OVERLAP 24' ATALL JOINTS REINFORCING STEEL SPEC T& DNS L ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM AS, , GRADE 60, EXCEPT CT BARS WINCH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAYBE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A185. 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 SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12 INCHES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WIITHOUTAPPROVAL OF THE STRUCTURAL ENGINEER 4. ALL TOP REWFORCEMEMSHALLRAVE CORNER BARS PLACED POT{ THEM THAT EXTEND INTO AOIACEM BEAMS AND AT BOTTOM AS REQUIRED BY CODE 5. PROVIDE NECESSARYTFS AND BAR SUPPORTS AS REQUIRED BY 7}iE MANUAL OF STANDARD PRACTICE, ACI 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHE1=T3, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEAWNG PLATE$, IL CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1MB AC CODE T. WHERE THE GEGMETRiC CONRGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 343 BARS X F4r LONG @ 4' ON CENTER AT EACH SUCH CORNER. PLACED WITH TYPICAL SLAB REINFORCING. CAST IN PLACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SMALL BE IN ACCORDANCE WTIM THE BUILDING CODE REOURB ENTS FOR REINFORCED CONCRETE, ACI 318. 2 ALL CONCRETE SHALL BE NORMAL WEGNT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3.000 PSI. & NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENTWILL BE MADE WITH VERTICAL BULKHEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPANS LOCATIONS FOR STOP POINTS SHALL BE APPORVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. IL UNLESS OTHERWISE NOTED, CONCRETE COVEN FOR REINFORCING STEEL SMALL BE GRADE BEAMS- 3• BOTTOM; r SIDES AND TOP FLOOR SLABS -2• L ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGNEER 7. CONCRETE PLACEMFNTSIWLLBEACCOMPU$HED BY DIRECT CLNTEFROM THE MDD:R7RUacoR gY PUMPING TO ITS FIWLL POINT OF DEPOSR. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN S FEET. S. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECHNICAL ENGINEER'S 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 I MIN.RADT LEAST 6" INTO UNDISTURBED NATURAL SRE INCHES OF BENDS GROUND. #3 12• 15/16" #4 12• 1-1/a' 15' -9 16•4 #6 20" 2-1 #� 26• 2-5/6- #6 35' 3' UICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH EXTERIOR BEAM DEPTH t INTERIOR BEAM DEPTH s X—#3 BARS @ 14" O.C.E.W.- I • \ #3STIRRUPS @36' O.C. I I 4 #5 BARS TOP & BOTTOM \; 6 MIL POLY W.P.— �,� SELECT FILL 1 INTERIOR SLAB DROP —4 0: �/ i #3 BARS @ 14' O.C.E.W. I It #3 STIRRUPS @ 36" O.C. Z 4 #5 BARS TOP &BOTTOM Y I I q ? �� 6 MIL POLY W.P. SELECT FILL <i 3 EXTERIOR BEAM 0 BRICK LEDGE 7 EXTERIOR BEAM Q EXTERIOR WALL '�I Y �t 0 !!m -93 BARS Q 14- O.C.E.W, y 1 —#3 BARS @ 12- O.C. / I -#3 STIRRUPS @ 36' O.C. 4 #5 BARS TOP & BOTTOM —6 MIL POLY W.P. SELECT FILL 1'- R+L S 13 1' 13•-41" } N , • I IO7III I I I N 4 L---- -J L------�_ I I I I it 2 I? I I I I a II L-------J L------ I _ III I II I - 2 I II II _ a L — — — — J l� r 13� r-43• '/ r 6»OR BEAM (Q GARAGE BRICK LEDGE $&N OR BEAM Q GARAGE BRICK LEDGE I SFiF�-r: 1 FOUNDATION PLAN S -1 SCALE:1/6'=1'-0" FOUNDATION PLAN