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HomeMy WebLinkAboutSLAB2007-01100V-01-.110D aEsselte R 7521/3 M N BUILDING PERMIT CITY OF COLLEGE STATION '1101. rTEXAS 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 . . . . 07-00001100 290000 4106 MCLISTER DR 579530-0208-0040 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 495010 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 FLAMMAB E MATERIALS - ------------------------------------ -------- ---- -------- -- --- BUILDING DEPT REP SE 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 . . . . . 07-00001100 Application pin number . . . 290000 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 REPRE T E : 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& Development Services WWW CSTX.GOV Fa Use Only DATE: Li 1 6- REG APPLICATION # TEMP POLE # ADDRESS/LOCATION: Lltc)(o / LOT L /BLOCK SUBDIVISION SOUTHERN TRACE SEC/PH 2 V 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 E�g APA PORTAL FRAME W/ CSPS ENGINEERED HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10,626 v TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Materials) PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SIZE SIZE OTHER TAP: SIZE E y' Tom...-. Pl.... —_ GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Siding and/or Masonry FOUNDATION TYPE: Slab on Grade ROOF TYPE: Composition BILE F__] TRIPLE SIGNATURE OF APPLICANT: \ A/. % // *If proposed work involves new commerdial coristructio commercial property, building elevations are required. Official :i�g g-16--07 Plans Examiner slw4 awtY e r facade i rovem4nts/'renovations to an existing Zoning Official Comments: or NO NC 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 10% R13 R19 .65 13 THOMAS: 4106 MCLISTER :ST07043 PLAN# S-1611-C I JDS FINAL 3/8 I STYLECRAFT BUILDERS, INC. ©2007 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-M2 O SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND OONDMONS BEFORE PROCEEDING WITH THE WORK REPORT ANY MSCRFPµC1ES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE REQUIRED, 2 REFER TO ARCHTECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES DEPRESSED FLOOR AREAS. FINISHES, AND EMBEDDED ITEMS FOUNDATION AND SUBGRADE SPECIFICATIONS 1. RFA1011E SURFACE VI G IATWN. ROOTS. AR0 ORGANIC MATERIALS TO A DEPTH OF 8•. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS 94A L BE REMOVED AND RACED BY COMPACTED FILL 7- COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SCL OF SIMILAR C wM-rERISTI S OBTAINED FROM OTHER SITES SELECT FILLSOL (NATURAL SOURCE) SHALL BE FREE OF ORGANIC MATERIALS. A PLASTICITY INDEX OF LESS THAN 20. & 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 S. PROVIDE 6 MIL THIGNM WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FLM_ OVERLAP 2PATALL JOINTS REINFORCING STEEL SPECI 1. ALL RENFORCNG STEEL SMALL NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615, GRADE BD, EXCEPT p BARS WHIOH ARE BENT (SUCFI AS STIRRUPS TIES, OR DOWELS) MAY BE GRADE QL WELDED WIRE FABRIC SHALL CONFROM TO ASTM A18S. AIL REINFORCING SHELL BE CLEAN MID FREE OF MILL SCALE 2. DETALNG AND FABRICATION OF RENFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE AC1315. UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12INCIES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUTAPPROVL OF THE STRUCTURAL ENGINEER 4. ALL TOP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE 5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REWIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 31IL CHAIRSAND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTK POLY SHEETS, CR FELTS SHALL BE FAUIPPED WITH BOTTOM BEARING PLATES. IL CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1888 ACI CODE. 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNEAS. PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS EXCEPT WHERE SHOWN OTNEtVVISE TICS REINFORCING SHALL BE 3M BARS X F-W LONG ® 4' ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SLAB REINFORCING. CAST N RACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SWLLL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR RENFORCED CONCRETE, AC13% 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 3AW PSI; & NO HOR¢ONTAL JOIMS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERT .AL BULKHEADS INCORPORATING A SHEAR K YYAT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPROVED BY THE STRUCTURAL. ENGINEER PRIOR TO THE PLACEMENT. 4. F'ORL6MORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SNA L NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. IL LNLESS OTHERWISE NOTED. CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS- Y BOTTOM: Y SIDES AND TOP FLOOR SLABS -2' & ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER T. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CAME FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALT. NOT BE DRUG BY HIND THAN MORE 5 FEET. & CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION WAS BEEN DESIGNED N ACCORDANCE WITH THE REFERENCED GEOTECMNICAL E/GNEERS REPORT FOR THE PR0.IECTAREA AND FEDERAL HOUSING ADMINISTRATION REOIRREYENT& NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC GEOTECHUMAL ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN COMMISKONED OR ACCOMPLISHED. RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIN.LAP MIRRADIUS LEAST 6" INTO UNDISTURBED NATURAL SIZE INCHES OF BENDS GROUND. s 1z - /a• 5• 9/ 6• #6 20 2- 14" 2s 2 5i6 3• UI4 COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" Fo T--- --�-- — ----- L O� �\ I • \ #3 BARS @ 14' O.C.E.W. z j #3 STIRRUPS @ 36.O.C. .o \� j d. P 4 #5 BARS TOP & BOTTOM .92 6 MIL POLY W.P. 1 INTERIOR SLAB DROP oZm \/ I P • \ #3 BARS ((� 14' O.C.E.W� z� #3 STIRRUPS @ 36.O.C. / 1 20 j/ c j I 4 #5 BARS TOP & BOTTOM / I 9 L- — . . 6 MIL POLY W.P. �. J 3EXTERIOR BEAM (a) BRICK LEDGE 2EXTERIOR BEAM(@ EXTERIOR WALL cFis€1Tw10 a `I I • \ #3 BARS @ 14.O.C.E.W. I to f n #3 BARS @ 12' O.C. I #3 STIRRUPS @ 36' O.C. I 4 #5 BARS TOP & BOTTOM 6 MIL POLY W.P. SELECT FILL 1'-2• W-81. 174 " 13•41• imn- + N I I II I � 4 L — — — — -------°° ° 1• cr I cl II L------J L — — — — — — II 74 III I II I I I I I11 "v v (>13 ram' ILOCATIONI RA 6EXTERIOR BEAM (a) GARAGE BRICK LEDGE SSE �.RI�OR BEAM (@ GARAGE BRICK LEDGE I SHEET: 1 FOUNDATION PLAN S _ 1 SCALE:1/8"=1'-0' FOUNDATION PLAN