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HomeMy WebLinkAboutSLAB2007-01111olo-I(II 13Esselte R 7521/3 M R 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 . . . . 07-00001111 982900 4137 MCFARLAND DR 579530-0208-0070 Date 4/16/07 SLAB ONLY RES. (SF) SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 11286 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 495119 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 FLAMMABLE 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 Page 2 Application Number . . . . . 07-00001111 Date 4/16/07 Application pin number . . . 982900 ---------------------------------------------------------------------------- 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 DE 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 { 1 lag e0x? DATE: TRCC REG APPLICATION Planning&Development Services VVWW CSTX.GOV ADDRESS/LOCATION: qt'� 7 %'1WtrPizLAMQ LOT ­7 y BLOCK S 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 ❑ APA PORTAL FRAME W/ CSPS ❑ ENGINEERED �X HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDfjRD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 11,286 TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) �X PUBLIC SEWER 10 ❑ SEPTIC/TREATMENT SYSTEM SIZE a SIZE OTHER TAP: �p SIZE 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 UBLE a TRIPLE F7 SIGNATURE OF APPLICANT: W 1 D For St lecraft *If proposed work involves new commercial o st Lorde * caprove a s/renovations to an existing commercial property, building elevations are required. Official Use Only A -e % YES re yNO Plans Examiner Zoning Official N� Energy Code Compliance Information % Glazing of exterior walls 12 % 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 AL 31'-61" — — — o5'4 ' 8" '9�ESETBACK r-------. -------- -- — — N ' CA) ---" -- --- - I =10 -n TOiOI n I ' iN I Imp 9 g9 0 itv I N ZZi CI m c ----------- --- I� m o :\ I coo cqa _------ _ ------ - — 15 IDE SETBACK cn I cno -5' SIDE PUE . — — - J — - — — b�rEn4�h. x r O 0 w MCLAREN DRIVE LnOy � r�x''x�n NOVOKOLSKY: 4137 MCFARLAND :ST07046 PLAN# S-1711-C STYLECRAFT BUILDERS, INC. ©2007 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 826 SF 1710 SF 1 151 SF jd 89 SF CC�r77 1949 SF 3 SF 1 26'-9-' SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES ANI D 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 REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS. FINISHES, AND EMBEDDED ITEMS FOUNDATION AND SUBGRADE SPECIFICATIONS 1. REMOVE SURFACE VEGETATION. ROOTS, AN ORGANIC MATERIALS TO A DEPTH OF 5. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED MID PLACED BY COMPACTED FILL 2. COMMON FLLS SOILS SHALL CONSIST OF SOBS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES SELECT FILL SOIL (NATURAL SOURCE) SHILL BE FREE OF ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 2IL 1 FILL MATERIALS SHALL BE RACED BY BOIL BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATION AND CONCRETE PLACEMENT LOADS, 4. AFTER STRJPNG, BRING BUILDING PAILS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL 5. PROVIDES AIILTHICKNESS 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 5T SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM AS, S. GRADE 60, EXCEPT R3 BARS WHICH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM AI05. ALL REINFORCING SHALL BE CLEAN AND FREE OF MILL SCALE 2. DETALING 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. 1 REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER 4. ALL TOP REINF'ORCEMENTSMALL HAVE CORNER BARS RACED WITH THEM THAT EMEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE S. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, AO 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH. POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. IL CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE im ACI CODE 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWISE THIS REINFORCING SHALL BE 3KH BARS X 5`41- LONG ® 4- ON 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 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3.000 PSL 3. NO HORIZONTAL JOINTS V LL 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 KEYAT 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 GINNED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS 5. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS -3' BOTTOM; 2 SIDES AND TOP FLOOR SLABS-2 B. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER 7. 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 TIUW 5 FEET. S. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GECITECH LAICAL 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 W TECHNICAL ENGINEERING STTJDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN ODMMISIONED 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 SE. GROUND. #3 12" 5116' r a• 15 1-9/16" #s 20" 2- a• 26" 2-5/B" #8 35" 3' G(- I ' o �\ DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 1411 EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" M BARS @ 14.O.C.E.W.- 03 STIRRUPS @ 36' O.C. #5 BARS TOP & BOTTOM —6 MIL POLY W.P.- -SELECT FILL I INTERIOR SLAB DROP r T \ #3 BARS @ 14- O.C.E.W. #3 STIRRUPS @ 36- O.C. 4 #5 BARS TOP & BOTTOM-4 I I. ti 8 MIL POLY W.P.-� SELECT FILL EXTERIOR BEAM (D7 BRICK LEDGE EXTERIOR BEAM Q EXTERIOR WALL ABUTTS �o �_ — ---- - a - �m I I #3 BARS @ 14O.C.E.W. O #3 BARS @ 12' O.C. #3 STIRRUPS @ 36- O.C. / 4 #5 BARS TOP & BOTTOM / / / / 6 MIL POLY W.P. SELECT FILL 6� �$OR BEAM Cd GARAGE BRICK LEDGE SEE � FOR BEAM (D) GARAGE BRICK LEDGE 0 u N N 4/ , IF1 I� DRAIN R161�LLOOCAATI'O IONON I I I lui I I I N la a r N -1 F I II I I II I F 2NO FLOOR Lou _ I I I I ou II _ I I L_ JL______J r-- I I �pl II II I I 71 - I I I I I I I I N u 2 ME. ME c O n a Ii 1 FOUNDATION PLAN SCALE:1/8'=,'-O' S-1