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Home My WebLink AboutSLAB2007-01096arsselte R 7521/3 M R BUILDIlLS-P.EaNIT 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 . . . . 07-00001096 674400 4102 MCLISTER DR 579530-0208-0020 Date 4/16/07 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 494971 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 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 REPR N TIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 07-00001096 Date 4/16/07 Application pin number . . . 674400 ---------------------------------------------------------------------------- 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 REPRE TA I APPLICANT: r 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 d-DnrlopmcntSrrvim WWw CSTX.GOV For Office 099 UqO{ry 2l /�^ DATE: TRCCi EG "y / APPLICATION # TEMP POLE # ADDRESS/LOCATION: �I o2 M cL_ I j% C- LOT Z ✓BLOCK V 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 Highwav 6 South ELECTRICIAN: To Be Determined PLUMBER: Bass Plumbing HVAC: To Be Determined GOOD CENTS (Residential only): CLASS OF WORK No 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 NIA VALUATION: $ 11.286 ell" TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) �X PUBLIC SEWER 10 SEPTIC/TREATMENT SYSTEM SEWER SIZE SIZE OTHER TAP: SIZE GARAGE TYPE: SINGLE El ATTACHED NUMBER OF BEDROOMS NUMBER OF BATHROOMS INTERIOR WALL TYPE: EXTERIOR WALL TYPE FOUNDATION TYPE: ROOF TYPE: DOUBLE TRIPLE IET412LED CARPORT 4 4 Sheet Rock Siding and/or Masonry Slab on Grade ComDOSltion 71 SIGNATURE OF APPLICANT: qL12107 For St lecraft *If proposed work involves new commer const or faca a improve ent /renovations to an existing commercial property, building elevations are required Official Use Only (� mments: — T 1 7 YE NO Plans Examiner Zoning Official — Sf oily NCI 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 R30 R19 .40 .65 R6 13 N 41 `10'32' E w' UI Z W LL I .Is. I I I IV I11 1Im- I 1 I 'IN iiLu I I I 1 I I I 1 Imo. i IV SET — K 14102 MCLISTER DRIVE �, SOUTHERN TRACE M 1 UE 3� °' LOT - 2 BLOCK - 8 94 SF 869 SF PHASE - 2 4012 MCLISTER I= I LOCATION W 1 SITE PLAN SCALE:1"=20'-V C-1 SITE PLAN SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS 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 1. REMOVE SURFACE VEGETATION, ROOTS, ORGANIC MATERIALS TO A DEPTH OF 5. THE EXPOSED SURFACE SWILL SE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL 2. COMMON FILLS SOBS SHALL 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. L 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 BYADDITION OF SELECT FILL MATERIAL L PROVIDE S MIL THWACIESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FILM. OVERLAP Zr AT ALL JONTS. REINFORCING STEEL SPECIFICATIONS N 1. ALL REFORGNG STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM AWS, GRADE 50, EXCEPT SO BARS WHICH ARE BEM (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WARE FABRIC SHALL 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, ACI 315. UNLESS SHOWN OTIRERYNISE, 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 RACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE 5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REWIRED SY THE MANUAL OF STANDARD PRACTICE, AC 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES 5. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1IIB AC CODE, 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 3413 BARS X S-0• LONG ® 4' ON CENTER AT EACH SUCH CORNER PLACED WITH TYPICAL SLAB REINFORCING. CASs IN PLACE CONCRETE SPEgFICATKINS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AC 315. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,OD0 PSI. 3. NO HOR¢ONTAL 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 ATCENTFRS 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 MID 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• BOTTOMk 2• SIDES AND TOP FLOOR SLABS - 2- L ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVE) BY THE STRUCTURAL ENGINEER 7. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET. S. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN dRITERw THE FOUNDATION HAS BEEN DESIGNED N 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 QUICK COUNT BAR MN.I V MIN. RADIUS LEAST 6" INTO UNDISTURBED NATURAL TOP BARS 4 #5 Sm INCHES OF BENDS GROUND. s BOTTOM BARS 4 #5 15• - / BEAM WIDTH 1411 21°s 2-5/e° EXTERIOR BEAM DEPTH 30" # IINTERIOR BEAM DEPTH 30" y SLAB Od =--- -- -- - -_--- ROP O� #3 BARS @ 14' O.C.E.W. \ #3 STIRRUPS @ 36" O.C. D j\ j d _ i , 4 #5 BARS TOP & BOTTOM NZ �\ (� \; 6 MIL POLY W.P. \ \ \ \ SELECT FILL `tt O R BEAM � INTERIOR SLAB DROP BRICK 8' x 1/2' ANCHOR BOLTS LE GE- 2-1/2" ABOVE F.F.Q 48" O.C. AND WITHII`j 12:OFDOOR O� f T-- - \ • p \ti BARS @ 14' O.W, \ofco wmm Oa Ow #3 STIRRUPS @ . 22 :�4# BARS TOP & BOTTOM NZ / \� 6 MIL POLY W.P. SELECT FILL 3 EXTERIOR BEAM @ BRICK LEDGE 7 EXTERIOR BEAM (a) EXTERIOR WALL BRICK LEDGE + - 8" x 1/2" ANCHOR BOLTS 3/8" SMOOTH (IF REQUIRED 2 1/2" ABOVE F.F. 0 48" O.C. DOWEL WHERE ARIES AND 5" FROM DOOR OPENING FLATWORK ABUTTS OO�__---- --- -a ///.�///�/ 20 ° I to �DO \ I I , #3 BARS @ 14' O.C.E.W. \ I to dm Oj "I I ° #3 BARS @ 12" O.C. ; " %\ O? �� / I I :4#513AR TIRRUPS @ 36' O.C. gt~—nNj S TOP &BOTTOM // 6 MIL POLY W.P. / " - SELECT FILL UEXTERIOR BEAM CDC GARAGE BRICK LEDGE 5 EXTERIOR PBEAM 0 GARAGE BRICK LEDGE 26'-9"' 1. N N DRAM FOR M FLOOR I�I I I CRJTr'AL LOCATIONIII I II I I I I N ID v L- - -J L -- --'' 1a-6 - N -1 F co 19 I I I I I I 2 N 2NDnoxm FLOOR I I 1• 2'- 2 wcAI f9 I II I L_ JL—_____J m r — — II I I II I uil II I I I co - 10 M 1 FO/UNDATION PLAN E_1 FAJ . ILOCATIONI •&_ .S-1 FOUNDATION PLAN