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Home My WebLink AboutSLAB2007-01097o"l- to t'7 4 aEsselte R 7521/3 M R BUILDING PERMIT CITY OF COLLEGE STATION 110`1 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3.570 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 . . . 07-00001097 828300 4103 MCLISTER DR 579530-0207-0010 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 . 494989 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 REP SENT E : APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001097 Application pin number . . . 828300 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 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 BUILDING DEPT REP S TIVE: APPLICANT: CITY OF COLLEGE STATION Planning d Dtvt[apment Services ADDRESS/LOCATION: LOT BLOCK _ APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV / qid$ Mc.i 15iEfz SUBDIVISION SOUTHERN TRACE a O>rce U Only M d� I DATE: TRCC REG APPLICATION # I D I-1 TEMP POLE # 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 F_X HOMEOWNER ASSOC IATION/ARCHITECTUAL 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) D FX PUBLIC SEWER NUMBER OF BEDROOMS: 4 1 ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4.5 INTERIOR WALL TYPE: Sheet Rock SIZE EXTERIOR WALL TYPE: Skiing and/or Masonry SIZE OTHER TAP: FOUNDATION TYPE: Slab on Grade SIZE ROOF TYPE: Composition GARAGE TYPE: SINGLE F—] DOUBLE F-1 TRIPLE F7 ATTACHED ETAC ED ,p _P_Al3PORT SIGNATURE OF APPLICANT: Z11y�177For St lecraft *If proposed work involves new commercial cons ucti facade im rovernefitshenovations to an existing commercial property, building elevations are required. Official Use Only / y /G o ? Plans Examiner U 0#Ij/ Zoning Official Cq] ments: frrES r NO Nc 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 ISUMMARYI I C% ---7.5'REARPUE�—_— i I U Q00c oa i I U ¢ I SO}D 4 _0'f I� oNH p � F->W O rY 28S Q0��Q O►Ha OEa' a2F , T ' LOCATION ' ry suBD. sT I. Q• . . . I _ PHASE 02 5� V I . I BLOCK 1 07 y I .W .L . . . . I SI O Q m SOD 1066 I . SQ,D I 843 SF i oy-rn WI. r I 1 I OU rn I I 1 ¢ � W z I . I I E.LK - - - - - - I o t%i � E .,I V I ON S TBA - • 810SF I 14101 MCLISTER DRIVE Qi < — seD= 85 _ — — ' — — — F UE . Sr;>1� — --i SOUTHERN TRACE ° U10 �a� � 4 4 I LOT - 1 BLOCK - 7 a ........ _ s14, _ PHASE - 2 a N F�a ...... �a A4@4'MCLISTER w `p o3 O U 1 SITE PLAN I C_ 1 SCALE:1 "=20'-0" SITE PLAN SOUTHERN TRACE SUBDIVISION FOUNDATION NOTESAND ND DETAILS /• 'l •1 0 E/ GENE' NOT-S 1.THECON7RACTOR 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. 7 REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS. FINISHES. AND EMBEDDED REX.S FOUNDATION AND SUBGRAOE SPECIFlCATONS 1. REMQ SURFACE VEGETATION. ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF 6'. THE D70SED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOrT O WEAK AREAS SHALL BE REMOVED MID PLACED BY COMPACTED FILL 2. COMMON FILLS SOILS 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 21L 3. FILL MATERIALS SHALL BE RACED 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 BY ADDITION OF SELECT FILL MATERIAL 5. PROVIDE 6 MI.THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL SHABE VIRGIN POLYEIHYLFNE PLASTIC FILM. OVERLAP 24' AT ALL JOINTS. REINFORCING STEEL SPECIFICATIONS 1. ALL RFJNFORCING 5T 5HALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. EXCEPT 93 BARS WHICH ARE SENT (SUCH AS STIRRUPS. TIES. OR DOWELS) MAYBE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A165. ALL REINFORCING SHALL SE CLPAN AND FREE OF MILL SCAT E. L DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MµUAL OF STANDARD PRACTICE, ACI 315. UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12INCHES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL TOP REINFORCEMENT SRLLL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE S PROVIDE NECESSARY TES AND BALL SUPPORTS AS REQUIRED 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. 6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1B9B AG CODE 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPTWHERE SHOWN OTHERWISE. THIS REINFORCING SHALL Be 3,1E BINS X S4' LONG ® 4' ON CENTER AT EACH SUCH CORNER PLACED WITH TYPICAL SLAB REINFORCING. CAST SPECIFICATIONS IN PLACE CONCRETE SPECIFICATNS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITHTHE BURREQUIREMENTS RING CODE REQUEMENTS FOR REINFORCED CONCRETE, ACI 31IL 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 26 DAY COMPRESSNE STRENGTH OF 3D00 PSL 3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEL? 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 ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS 5. UNLESS OTHERWISE NOTED. CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BE -T BOTTOM; T SIDES AND TOP OR FLOSLABS-2' 6. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER 1. CONCRETE PLACEMENT SHALL BEACCOMPUSHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THIN 5 FEET. EL CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR - DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECLNIC/AL 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 MIN. RADIUS LEAST 6' INTO UNDISTURBED NATURAL SIZE INCHES OF BENDS GROUND. #3 2' ,5/16" #4 z• -va- #5 #6 20" 7 26• 35' 3' DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" vg cl Ow l\ b I #3 BARS @ 14" O.C.E.W. #3 STIRRUPS @ 36" O.C. Z , '\\ j d i 4 #5 BARS TOP & BOTTOM IN 6 MIL POLY W.P. 1 D4TERIOR SLAB DROP Km \ I P \ #3 BARS @ 14' O.C.E.W. ZF #3 STIRRUPS @ 36' O.C.—� 4 #5 BARS TOP & BOTTOM-4 04 \� 6 MIL POLY W.P.—� SELECT FILL 3� EXTERIOR (a BEAM BRICK LEDGE EXTERIOR BEAM (a) EXTERIOR WALL �d ABUTTS — — I I #3 BARS @ 14' O.C.E.W. I I° O� #3 BARS @ 12' O.C. / #3 STIRRUPS @ 36' O.C. / I NZ/ 4 #5 BARS TOP & BOTTOM /� 6 MIL POLY W.P. \� SELECT FILL 6AWgOR BEAAl a GARAGE BRICK LEDGE SEXTERIOR BEAM (@ GARAGE BRICK LEDGE ri IM � trGR I -ice 1 _1I r — _ _ — — *4I I II I L_— _,37 J L-- --J �401 I •I I I I I II I L___J L___-__J L_____J L-__cq �----� F------, I-------1 F_ -I I II 2 II II I I I I I I 2" I L I �l 1 1 `l 1 1 `J �J I III I I I I I I II � 1 II I L---J I-- J I----J r----_l r- --// L__-J L N r— TCD VL N W o0 N a U � N O T� I E--I pq F o x 0 O H al U 1 FOUNDATION PLAN SCALE-1/11"=1'-0" SATIN: S-1