Loading...
HomeMy WebLinkAboutSLAB2007-01112dl ovp 13 Esselte 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 . . . . 07-00001112 136800 4140 MCFARLAND DR 579530-0209-0010 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 . 495127 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 FLAMMABL MATERIALS BUILDING DEPT REPRESE ATIV' APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001112 Application pin number . . . 136800 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 Permit Fee Total Plan Check Total Grand Total Charged Paid Credited Due 65.00 65.00 .00 .00 .00 .00 .00 .00 65.00 65.00 .00 .00 - 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 Se ices WWW CSTX GOV Fa Omce U OO f DATE: &I II i 'I,T�CC a APPLICATION # An - I t I� TEMP POLE # ADDRESS/LOCATION: LA N0 M(,t=P�(ZLANP N7- ✓ LOT I d 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 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 (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10.626 ✓ TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Materials) / �X PUBLIC SEWER NUMBER OF BEDROOMS: 4 SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4 �X SEWER TAP: 4" INTERIOR WALL TYPE: Sheet Rock SIZE ❑X WATER TAP: '/a EXTERIOR WALL TYPE: Siding and/or Masonry SIZE ❑ OTHER TAP: FOUNDATION TYPE: Slab on Grade SIZE ❑X TEMP POLE ROOF TYPE: Composition GARAGE TYPE: SINGLE DOUBLE F—] TRIPLE ATTACHED DET CHED CARPORT 0 1 r SIGNATURE OF APPLICANT: *If proposed work involves new commerciaheofistructi acade it commercial property, building elevations are required. Official U v q- /6 -0 1 Plans Examiner Zoning Official For Stylecraft ions to an existing ,emments: or NO Nc- ___ C(ab C) P"r 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 MCLAREN DRIVE _.N�}— _ SIDE PUE __— •AG7 Fes---+ / N I _ o I' � C/� : / b �,, IDE_SETBACK. T '------ . I' b r of I T I� I.z1 • � �I I 10 o -�I � o; l`Ic: I� vi Esc Im 717, Im bc SIDE SETBACK • i - -— xx t-' O O 30'-101- YOo �x~rxnn N tnri C7 Qc CRE-CON B DULLARD: 4140 MCFARLAND : ST07050 ° o CORRECTED PLAN# S-1611-C x ODSFINAL ; 8 STYLECRAFT BUILDERS, INC. ©2007 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 k61R SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES .NTD 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, 007S, AND ORGANIC MATERIALS TO A DEPTH OF 6'. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL 2. COMMON FILLS SOILS SMALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOIL SOURCE) SHALL BE FREE OF ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN A 1 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 BY ADDITION OF SELECT FILL MATERIAL S. PROVIDES MB. 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 A615. GRADE 60, EXCEPT 03 BARS WHICH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL OONFROM TO ASTM AIS5. ALL REINFORCING SHALL BE CLEAN MID FREE OF MILL SCALE 2. DETABING 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 WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL TOP REINFORCEMENT SMALL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE S. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REWIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315. 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 IMON ACI CODE 7. WHERE THE GEOME RIC CONFIGURATIONS OF SLABS FORM INSIDE CORNEAS. PROVIDE BEARING REINFORCING ACROSS THESE CORNERS. EXCEPT LNHERE SHOWN OTHERWISE, TIHIS REINFORCING SHALL BE 343 BARS X SHY LONG ® CON 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 REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31& 2- ALL CONCRETE SHALL BE NORMAL YVEIGHT (SAND AND GRAVEL AGGREGATE) YYfiOI A MINIMUM 2B DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 3. NO HORIZONTAL JOINTS WILL BE PENMfiTED M CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS ANY STOP IN CONCRETE PLACEMENT WI L BE MADE WITH VERTICAL SULK HEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPARS. LOCATIONS FOR STOP POINTS SHALL BEAPPORVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. A. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SMALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. S. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS - 3' BOTTOAk 2 SIDES AND TOP FLOOR SLABS - 2' 6. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER 7. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CLINE 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 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 OF BENDS GROUND. 6 z• ,-va #5 5' 7916' m zo• 2-1 a• #7 26' 2-5/8" ti8 35' 3' �O f ai • \. O �\ I a P it INTERIOR BEAM m N 8•x1r DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 1411 EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" -93 BARS @ 14' O.C.E.W.- -#3 STIRRUPS @ 36' O.C. 4 #5 BARS TOP & BOTTOM —6 MIL POLY W.P.— SELECT FILL 1 IIVTERIOR SLAB DROP ..a #3 BARS @ 14" O.C.E.W. I #3 STIRRUPS @ 36' O.C.— I l ' 41#5 BARS TOP & BOTTOM } \� 6 MIL POLY W.P.—� 3AGIE EXTERIOR BEAM @ BRICK LEDGE 7EXTERIOR BEAM (a) EXTERIOR WALL y1P 'SIP 37 T - O I I �m z� \ w / w \ 93 BARS @ 14' O.C.E.W. #3BARS@12'O.C. % O �Q c \ j I #3 STIRRUPS @ 36' O.C. I� 4 #5 BARS TOP & BOTTOM /� �Qz 6 MIL POLY W.P. �' SELECT FILL EXTERIOR BEAM (a) GARAGE maaNaa BRICK LEDGE EXTERIOR BEAM ��� Q GARAGE BRICK LEDGE 26'-87• 5 13'-41' 13.-41w t N _ I I II i I II I II L-------I L------- 1 I III I I I I11 2 ip v '1' v I N 13'�' 2�i. r.. 4 `ram 10 1 FOUNDATION PLAN I S - I SCALE:1/6"=1'-0•