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HomeMy WebLinkAboutSLAB2007-01105/3 Esselte R 7521/3 M N 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 . . . . Owner 07-00001104 Date 4/16/07 905600 4119 MCFARLAND DR 579530-0206-0100 SLAB ONLY RES. (SF) SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 11286 Contractor STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 495051 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 FLAM -AL-E- MATERIALS ------------------------------------------- ----------- BUILDING DEPT REPRES t VE � APPLICANT: 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 . . . . 07-00001105 059500 4121 MCFARLAND DR 579530-0206-0110 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 . 495069 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 NT E: 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 . . . . . 07-00001105 Date 4/16/07 Application pin number . . . 059500 ---------------------------------------------------------------------------- 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 Plan Check Total Grand Total BUILDING DEPT REPRE APPLICANT: 65.00 65.00 .00 .00 .00 .00 .00 .00 65.00 65.00 .00 .00 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 Pknning & Darlopment Services WWw CSTX.GOV For Olfi Use 6.91 DATE: TRCC REG APPLICATION # �-1 ^ I I D5 TEMP POLE # ADDRESS/LOCATION: y121 /vl[Lt(ZL�N1] T LOT I I / BLOCK Y 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 OX APA PORTAL FRAME W/ CSPS ❑ ENGINEERED ❑ HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDAgD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10,626 // TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Materials) FX PUBLIC SEWER �sL SEPTIC/TREATMENT SYSTEM SIZE SIZE ❑ OTHER TAP: SIZE E GARAGE TYPE: SINGLE 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: 41fi&-7 For St lecraft *If proposed work involves new commercial (fd6stfu Lorade i provem nts renovations to an existing commercial property, building elevations are requiredOfficiamy am ents: YES r NO Plans Examiner Zoning Official NC SICK ow/ 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 R30 R19 .40 .65 R6 13 —�9111.49'�"-� - - T. - - ' IDE SETBACK L ---- i. — -A�--- ., . c "'�� T' —------- — m i \ '� Aco to A gn m ID ° bpi. \\ .71 IN �■ ' \ Q \ \ �w' \ c m S0 Z � �cn � cl) . -no c/)o � �OO�-, N O4C.2 C/)n z nd d NES S : 4121 MCFARLAND : ST07013 bd'v 0 cn � c r Q 1 ST FLOOR AC 2ND FLOOR AC 827 SF 783 SF C!] CREATED PRE-CCORRECOTED y n PLAN# 5-1611-C xmd > y TAL ERED 1610 F COVAC PORCH 8 SF y . STORAGE 51 SF C17 SFINAL 31 STYLECRAFT BUILDERS, INC. ©2007 TOTAL FRAMED TOTAL SLAB 920 SF 1710 SF 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 y 7 PFR TMFTF.R 17 i'-7" 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, RQOTS, AND ORGANIC MATERIALS TO A DEPTH OF 8". THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED MID PLACED BY COMPACTED FILL 2 COMMON FILLS SOILS SHALT. 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. 3. FILL MATERIALS SHALL PL ACED ACED BY BOX BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATION AND CONCRETE PLACEMENT LOAD.£ 4. AFTER STRIPPING, BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL 5. PROVIDE 8 MIL THICKNESS WATERPROOFING BENEATH MATERIAL BUILDING FOUNDATIONS AND SLABS. MATERSHALL 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 A815, GRADE 00, EXCEPT 43 BARS WHICH ARE BIM (SUCH AS STIRRUPS TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE 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 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 SHALL HAVE CORNER BARS RACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REWIRED BY CODE 5. PROVIDE NECESSARY TES 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. e. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE IBM ACI CODE. T. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWISE THIS REINFORCING SHALL BE 3*3 BARS X S-0" LONG ® P ON CENTER AT EACH SUCH CORNER, RACE] WITH TYPICAL SLAB REINFORCING. CASEIN RACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 9. NO HORIZONTAL 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 AT CENTERS OF SPANS. LOCATIONS FOR STOP POKM SHALL BE APPRRVE) 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 NOTE], CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS - 3" BOTTOM; 2" SIDES AND TOP FLOOR SLABS - 2" 8. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER T. 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. e. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECHNMJLL ENGINEERS REPORT FOR THE PROJECTAREA 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 COMMISONED OR ACCOMPLISHED. RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIN. LAP MIN. RADIUS LEAST 6" INTO UNDISTURBED NATURAL SIZE I INCHES I OF BENDS GROUND. #3 2" 15! 6 #4 12" -1/4' #5 1 15" 1 1-9 16" 20" 2-14 #7 26 1 25/0" #8 35" 1 3" KID ID �• °� DICK COUNT TOP BARS 14 #5 BOTTOM BARS 14 #5 BEAM WIDTH I 1411 EXTERIOR BEAM DEPTH 1 30" INTERIOR BEAM DEPTH 1 30" m ` `L—#3 BARS @ 14' O.C.E.W.- I #3 STIRRUPS (d136.O.C. I I 4 #5 BARS TOP &BOTTOM a P , 6 MIL POLY W.P.— SELECT FILL 15TMRIOR SLAB DROP 2 I P #3 BARS @ 14" O.C.E.W. I I fO #3 STIRRUPS @ 36" O.C. 774 z I I 4 #5 BARS TOP & BOTTOM l \� 6 MIL POLY W.P. / ED SELECT FILL 3EXTEI OR BEAM (a) BRICK LEDGE 7EXTERIOR BEAM 0 EXTERIOR WALL •r4r G� WHERE )RK ABUTTS OJ coo W I 1 #3 BARS @ 14" O.C.E.W. \ m Zj �/ #3 BARS @.12' O.C. #3 STIRRUPS @ 36' O.C. 14Z �/ / 4 #5 BARS TOP & BOTTOM Cqi 6 MIL POLY W.P. / ' 2" / SELECT FILL Vmfi C@ GARAGE 6EX EXTERIOR BEAM (a) GARAGE BRICK LEDGE 5 EXTERIOR BEAM BRICK LEDGE 1. 26'-81 13.44" 13'-41" N y 1 — I 1 F I ZI I I I QIJ � I I II v I ------_J L --J (o II II I —-----JL— — — — — —J II II III 2 e 6 II _�:` 1 J `-- --J v 2'.43" '�-1" 1 FOUNDATION PLAN SCALE:118"=1'-0" Ali ulum. LOCATIONI A z 1� a S-1 FOUNDATION PLAN