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HomeMy WebLinkAboutSLAB2007-01103070, 1t03 aEsselte 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 . . . . 07-00001103 751700 4117 MCFARLAND DR 579530-0206-0090 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 . 495044 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� SE TI /� APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS' AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001103 Application pin number . . . 751700 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 65.00 65.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 65.00 65.00 .00 .00 -------------------------------------------- ----A-x --.- - ----------- BUILDING DEPT REPRESE T VE: APPLICANT: �4 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 dDevelopment Services WWW CSTX.GOV For Office Use Only DATE: TRCC REG APPLICATION # V� — TEMP POLE # ADDRESS/LOCATION: ma Mtr—A21—� )1 ) C R � LOT BLOCK ___LZ/"SUBDIVISION SOUTHERN TRACE SEC/PH 2 0_� 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 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 SIZE OTHER TAP: SIZE GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS NUMBER OF BATHROOMS INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE DETACr: I� 4 4 Sheet Rock Siding and/or Masonry Slab on Grade Composition TRIPLE SIGNATURE OF APPLICANT: A/ J"'_"'� 90,)b�7 For Stvlecraft *If proposed work involves new commercial'cronstruGtieror facadeA prove mdnts/renovations to an existing commercial property, building elevations are required. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Official Use Only -T6 L/- /G --v 7 Plans Examiner S►4 0 ju� ( Zoning Official s � rgmm Lo NC, 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 Uzi 1�1 SPEC: 4117 MCFARLAND : ST07011 PLAN# S-1611 W-- S��STYLECRAFT BLUDERS, INC. ©2007 MET E 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 m SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND DETAILS GENERAL NOTES I. 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 MAYBE REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS. SLOPES. DEPRESSED FLOOR AREAS. FINISHES, AND EMSEDOED ITEMS. FOUNDATION AND SVBGRADE SPECIFIGTIDNS 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 $HALL BE REMOVED AND PLACED BY COMPACTED FLU.. 2. COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAED FROM OTHER SITES. SELECT FILL SOL RCE) (NATURAL SOUSHALL BE FREE OF OF MATERIALS, A PLASTICITY INDEX OF LESS THAN 2L S FILL MATERALS SHALL BE PLACED BY BOK BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATION AND CONCRETE PLACBAEN T LOADS 4. AFTER STRIPPING. BRING BULDING PADS TO FINAL GRADE BY ADOR,ON OF SELECT FILL MATERW.. S. PROVIDE B MLTHICK NESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS MID SLABS. MATERW. SKWl BE VIRGIN POLYETHYLENE PLASTIC FL M OVERLAP 24' AT ALL JOINTS REINFORCRIG�SPECIFICATIONs 1. ALL REINFORCING STEEL SKULL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM ASIS. GRADE 60, EXCEPT 03 BARS WHICH ARE BENT (SUCH AS STIRRUPS. TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM ALBS ALL RENFORCING SHALL BE CLEAR AND FREE OF MILL SCALE 2 DETALBNG 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. L REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL 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 S.PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REOUIRED BY THE MANUAL OF STANDARD PRACTICE ACI 315. CHARS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH. POLY SHEETS, OR FELTS SKULL BE EQUIPPED WITH BOTTOM BEARING PLATES. ILCONCRETE COVERAGE FOR THE RENFORCING STEEL SHALL COMPLY WITH THE 1008 ACI CODE T.WHERE THE GEOMETRIC CONRGU RATIONS OF SLABS FORM ThsDE COGJNF--S. F-iaG 4'iE DIAGONAL REINFORCING ACROSS THESE CORNERS, EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL Be 32T BARS X Sd LONG O 4' ON CFNTERAT EACH SUCH COMM RACED WITH TYPICAL SLAB REINFORCING, CAST IN PUCE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 31L 2 ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. S NO HORRONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VETti1CAL BULKHEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SKIRL ED BE APPROVBY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SWILL NOT BE REMOVED UNTIL THE CONCRETE WAS 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- r BOTTOM. r SIDES AND TOP FLOOR SLABS -r L ALL PENETRATIONS AND SLEEVED HOLES SKULL 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 TWIN 5 FEET. L CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERu THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOIECHNICAL 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 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-LAPMIN.RADIUS LEAST 6•INTO UNDISTURBED NATURAL SI2F INCHES OFBEMS GROUND. 2' 16 20' 2-1/4" 26' -5/8" 3 • 3• DICK COUNT TOP BARS 4 #5 BOTTOM BARS 4 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 3011 Oma ,\ ; I #3 BARS @ 14.O.C.E.W. \ \\� �\ .�• z y I ' #3 STIRRUPS @ 36' O.C. d, P , 4 #5 BARS TOP &BOTTOM N� 6 MIL POLY W.P. \\ \\/\\ ,\, , SELECT FILL gggkOR BEAM 1 INTERIOR SLAB DROP #3 BARS 14.O.C.E.W. `` • \� f TIRRUPS @ 36" O.C. I I :#S;BARS :�4 TOP & BOTTOI 1� \� . 6 MIL POLY W.P.— SELECT FILL- 3 E�� OR BEAM (Q) BRICK LEDGE `EXTERIOR BEAM Q EXTERIOR WALL ARIES AND 5" FROM DOOR OPENING • FLATWORK ABL O-, \///.\///.\/ i Z #3 BARS @ 14' O.C.E.W. \ 1 IO O fOLU Zj j/ a #3 BARS @ 12' O.C. \/ za: �_ �/ I ♦ #3 STIRRUPS @ 36.O.C. 1 gtq \ NO yj 4 #s BARS TOP & BOTTOM�Qz 6 MIL POLY W.P. SELECT FILL (07 GARAGE 6EXTERIOR BEAM @ GARAGE BRICK LEDGE 5AgLRIOR BEAM BRICK LEDGE 2s'-81• N • • t I - Ii I -44I � a I v II �----- -J L------- Qp::� F I II I II 2 K; L-------I L - - - - - - — I ('— — — — — — — I III II I I I I ill v a 13- �2'434' SUMMARY [us �I S-1 1 FOUNDATION PLAN SCALE:1/8"'-W