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HomeMy WebLinkAboutSLAB2007-01106/3Esselte R 7521/3 10% P4 BUILDING PERMIT CITY OF COLLEGE STATION 110i 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 07-00001106 Date 4/16/07 213400 4122 MCFARLAND DR 579530-0209-0100 SLAB ONLY RES. (SF) SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 10626 Contractor STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 Permit BUILDING PERMIT Additional desc KW Permit pin number 495077 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 REPRE NTAT �. � APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001106 Application pin number . . . 213400 Special Notes and Comments Page 2 Date 4/16/07 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 (150') 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 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 REP 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 Planning&Development Services WWW CSTX.GOV hh For Office Us� O/Vn�f DATE: V I 1 1 1TRCC REG APPLICATION # 6-7 — l L C)( TEMP POLE # ADDRESS/LOCATION: L1I2MLF LOT 10 " BLOCK SUBDIVISION SOUTHERN TRACE '11� 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 STAND�(TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10,626 TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Materials) ❑ X PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SIZE a SIZE ❑ OTHER TAP: r- SIZE GARAGE TYPE: SINGLE ATTACHED / I D 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: SIGNATURE OF APPLICANT: k 14e- / IMl *If proposed work involves new commerciar0nsfrucU9P_1C commercial property, building elevations are required. Official U Plans Examiner Composition TRIPLE *FjPORT V_ q I — imArovemelfs/Renovations to an existing Zoning Official C,� J ents: QE r 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 R6 13 mI bl r btzrcn4�- xr00� �b-3cy �'xOtxljC� d - N_Q2!Al'57!W CREATED MARTENS: 4122 MCFARLAND : ST07059 r 1ST FLOOR AC PRE -CON CA ND FLOOR AC i83 SF c ro CORRECTED PLAS-1611-A xm� > TOTALin AC COVRED PORCH 481 N#SF F y STORAGE 51 SF XFINAL 3w STYLECRAFT BLUDERS, INC. ©2007 C) OTAL FRAMED 1710 SF e r.dn•, uiwmm xuunwu xurxooucnoxornw oo m 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 p p VI O OTAL SLAB 920 SF (979) 690-1222 p g N y �4 PF.R I mFTFR 19,313, C a SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS GENERAL NOTES I. THE MWiUCTOR 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 SPEC III 1. REMOVE SURFACE VEGETATION, ROOTS, 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 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. & FILL MATERIALS SHALL BE PLACED BY BOX BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EX VATION AND CONCRETE PLACEMENT LOADS. 4. AFTER STRIPPING. BRING BUILDING PADS TO FINAL GRADE SY ADDITION OF SELECT FILL MATERIAL 5. PROVIDES IL&THI2NE55 WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS MATERIAL SHALL SE VIRGIN POLYETHYLENE PLASTIC F&AL OVERLAP 24AT ALL JOINTS REINFORCING STEEL SPECIFICATIONS 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM AS15, GRADE 60, EXCEPT 83 BARS WHICH ARE BENT (SUCH AS STIRRUPS. TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A185. ALL REINFORCING SHALLBE CLEAN MID FREE OF WILL SCALE. 2 DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACT 31& UNLESS SHOWN GTHERWISE, LAP CONITNUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12 INCHES MINIMUM. S REEINFORCING 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 SEAMS AND AT BOTTOM AS REQUIRED BY CODE S. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REWIRED BY THE MANUAL OF STANDARD pRACTOCE• ACI31S C D AT B ND BOLSTERQUI R APPLICATION DIRECTLY OVER FMTH• POLY SHEETS. OR FELTS SHALL BE EQUIPPED WITH BOffOM BEARING PLATES B. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMELY WITH THE 18BBACI CODE T. WHERE THE GEOM RK' CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORGNG ACROSS THESE CORNERS. EXCEPTW4IERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 343 BARS X S-0" LONG ® 4' ON CENTER AT EACH SUCH CORNER. PLACED WITH TYPICAL SLAB REINFORCING. CAST IN RACE CONCRETE SPECIFICATIONS 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 315. 2 ALL CONCRETE SHALL BE NORMAL WEIGHT (BAWD AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3.000 PSI. 3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPTAS SHOWN ON THE DRAWINGS ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERTIGO TO HEADSTHE PLACEMENT. CEMENORATINOA SHEAR KEY AT CENTERS OF SPANS LOCATIONS FOR STOP POINTS SH A L BE APPORVED BY THE STRUCTURAL ENGINEER PRIOR 7O THE PACF]AF]YT. 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 & UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE; GRADE BEAMS -3' BOTTDk T SIDES AND TOP FLOOR SLABS -2 & ALL PENETRATIONS MID 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. - & CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECHNICAL ENGINEER'S REPORT FOR THE PROJECT AREA AND FEDERAL HOUSING ADMINISTRATION REQUIREMENTS. NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED 15 PROVIDED. A SITE SPECIFIC GEOTECHNIGL 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 MIRLAP MIN. RADIUS LEAST 6" INTO UNDISTURBED NATURAL SIZE INCHES OF BENDS GROUND. z• 1 s" z• 1- a #5 #6 20" #7 26• 35' 3" UICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" #3 BARS @ 14' O.C.E.W.- #3 STIRRUPS @ 36' O.C. #5 BARS TOP & BOTTOM —6 MIL POLY W.P.- -SELECT FILL l RfFERIOR SLAB DROP c i \ e �m / Ow >// "I " #3 BARS @ 14' O.C.E.W. I I EOw co 2� I �� TIRRUPS @ 36" O.C. % ° j 07 �o I :�4:9;513ARS TOP &BOTTOM / I q tDZ / 6 MIL POLY W.P. ,I �4z N SELECT FILL �/ \� 3EXTELE EUy,'S N_ BEAM Q BRICK LEDGE EXTERIOR BEAM (a) EXTERIOR WALL x 1/2' ANCHOR BOLTS 1/2" ABOVE F.F. 0 48' O.C. VD 5' FROM DOOR OPENING c #3 BARS @ 14" O.C.E.W. I la —#3 BARS @ 12" O.C. / Y3 STIRRUPS @ 36- D.C. / I #5 BARS TOP & BOTTOM j —6 MIL POLY W.P. 1 r-2' J9n �— SELECT FILL —/} j.-.�T_�� " J " _ 6EOMOR BEAM (d GARAGE BRICK LEDGE SEEN OR BEAM (@ GARAGE BRICK LEDGE aRs, • c 26'-81• s IT-41. 13'-41• + N - I __l F — WI I Ito I N 4 W=l F_ I II I II 2 cl L I I I �. 1 �-------J L — — — — — — i II I II I —1—I �► hi 2 I III _ _ 1E 13� 2'�3• S CA i SHEET- S - I w 1 FOUNDATION PLAN