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Home My WebLink AboutSLAB2007-02932001 •aq� ti — O N 52`54'56" E IE R C ! LL Nq---- 1'REARPUE ------ g9 z 0 � 1 20' EAR SETBACK------------------ 1 1 � 1 1 , 1 1 I U m Q I W ~ r4.- 0) w W f�O N V)Ic" N 1 7'-61" ,-61" cn D H my 1 N1-0 Q p I A DRIVEWAY.. b o p13fSF 1 ° , z ". 1 1 — — — — — — — — —--- — 5' RONT SETBAC N c-n N w xci " ° . 2420 STONE CASTLE CIRCLE 1 • °� p CASTLEGATE 7 _ _ LOT - 20 =!TFR0NT PUE BLOCK - 2 — 49.03' PHASE - 1 20.98' N 53`01T68"-E Z a 2420 STONE CASTLE CIRCLE okPVD DESCRIMON DATE AC TOTAL 2443 SF Cn �n CREATED ANDERSON: 2420 STONE CASTLE CIRCLE :JOB# o� Q COVERED PORCH 77 SF [ m `I ` CORRECTED � m d (� GARAGE D 2964 F PLAN# 2350 Ex -► y c � y MASTER ea STYLECRAFT BUILDERS, INC. @2007 OTAL SLAB 3827 SF � o, �m ��wmwmars��ao. aeraoournmoanmseoocuimm 4090 ST. HWY. 6 SOVI'H COLLEGE STATION, TEXAS 77845 (979) 690-1222 O O �C Z PF.R TMF.TF.R 7.97'-Q" AREA SUMMARY e - 66._91. 20._111. M w V N l d N cn x GTaNg— u Q 0No a Po o f:1 ¢ ¢QUOLOCATION SUBDIV. XX PHASE 00 BLOCK 00 O 00 CC N ^ 1�h O wva"a SHEET: FOUNDATION PLAN S_1 SCALE:1/8"=1'-0" FPLAN I I I I — N �� 3 I II I II I II I II I I I I I II I II • I I I 2 I II I II ®� II II II II II � II II II I I I I II it II II I I I I ,re II � II o ._ 2 . S I STANDARD FOR CITY OF COLLEGE STATION FOUNDATION NOTES AND DETAILS GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK RERTRT ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE REQUIRED. 2 REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR EEVATONS. SLOPES. DEPRESSED FLOOR AREAS. FINISHES, AND EMBEDDED ITEMS. FOUNDATION AND SUDGRADE SPECIFICATIONS 1. REMOVE SURFACE VEGETATION. ROOTS. AND ORGANIC MATERIALS TO A DEPTH OF B'. THE EXPOSEI/ SURFACE SNAIL BE VISUALLY CIECIGED AND ANY SOFT OR WEAIN AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL 2. COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHAPAJCTERISTICB OBTAINED FROM OTHER SITES. SELECT FILL SOIL (NATURAL SOURCE) SHALL BE FREE OF ORGANIC INTERIMS. A PLASTICITY INDEX OF LEW THAN TD. 3. 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 SMPPIN0. BRINO BUILDING PADS TO FKAL GRADE BY ADDITION OF SELECT FILL MATERIAL 5, PROVIDE S MR THICIDJESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FBAL OVERLAP N' ATM.L JOINTS. REINFORCING STEEL SPECIFICATIONS 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM AS15. GRAOE 6D. EXCEPT 0 BARS WHICH ARE BENT (SUCH AS STIRRUPS. TIES. OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM AIM ALL REINFORCING SWLLL BE CLEAN AND FREE OF MILL WALE 2 DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE ACI 315. UNLESS SHOWN OTHERWISE W CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES. 12 INCHES MINIMUM. ]. REINFORCING BARS MAY NOT RE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 1. ALL TOP REINFORCEMENT SHALL HAVE CORNER BARS RACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE 5. PROVIDE NECESSARY TES AND BAR SUPPORTS AS REOUIED BY THE LWAAAL OF STANDARD PRACTICE ACI 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH. POLY SHEETS, OR FELTS SMALL BE EQUIPPED WITH BOTTOM BEARING PLATES, B CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE IBM AG E. COD T. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS. PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS, EXCEPT WHERE SHOWN OTIER'MSE, THIS REINFORCING SHALL BE 343 BARS X W-W LONG @ P ON CENTER AT EACH SUCH CORNER PLACED WITH TYPICAL SLAB REINFORCING. CAST IN PLACE CONCRETE SPECIFiCAT10N9 1 1. ALL CONCRETE WORN BE N O M L ACCORDANCE WITH RA BUDDING CODE) WITH MINIMUM FOR AY COMPRESSIVE CONCRETE, ACIGT OF 2 ALL CONCRETES JOIN BENORMAL RMITT(SANDANDGRAVEL IK EXCEPT 28DAYGS. ANY STOP STRENGTHOF],ONO PSI. A NO VERTICAL B JOINTS S IN BE PERMITTED IN CONCRETE WORN ERS OF SS SHOWN ATTIE DRAWINGS. ANY STOP LL BE APPOTE ED BY THE S WALL RE MADE WITH VERTICAL R TO THE PLACEMENT. INCORPORATING A SHEAR IhY AT CF?lIFRS OF SPANS. lOCJ1710N3 FOR STOP FORTIS SHALL BE API'ORVED BY TIE STRUCTURAL ENGINEER PRIOR TO THE THE RESPONSIBILITY 1. FORMWORK WEIGHT IS THE AP P LED CONS OF THE CONTACTOR AND SMALL. NOT BE REMOVED U!RLL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY SS OWN WEIGHT PLUS APPLIED TE COVER FOR LINOS. 6. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SMALL BE GRADE SLABS BBEAMS - 7 BITTING ?SIDES AND TOP FLOOR RATI9-2 S. ALLPENETRATIONSLACE AND SLEEVED HOESSHALLREMPROVEDRYTIESTRUCTURALENGINEER T. CONCRETE PLACEMENT SHALL BE KA N 5 BY DOETHECT CHUTE FROM TMUER TRUCJ( OR B'f PUMPINGTO ITS FINAL POINT OF DEPOSIT. CONCRETE SN ARL NOT BE DRUG TIMI BY D MORE TFEET . - S. CONSOLIDATE CONCRETE BY PROPERER USE OF MNECIIANR'Al VIBRATOR. DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECH LAICAL ENGINEERS REPORT FOR THE PROJECT AREA AND FEDERAL HOUSING ADMINISTRATION REQUIREMENTS. NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC GEOTEOINICAL ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN COMMISXI!® OR ACCOMPLISHED. RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIKLAP MIKRADIUS LEAST 6" INTO UNDISTURBED NATURAL HIZE INCHES OF BENDS GROUND. 2• 6• 12• 1-1 4' 5" 1-9 16• N8 20• 2- 4• 7 26' 2-5 8• 35• 3• HICK COUNT TOP BARS 3 #5 BOTTOM BARS 3 #5 BEAM WIDTH 14" EXTERIOR BEAM DEPTH 30" INTERIOR BEAM DEPTH 30" rn SLAB DROP I Q N3 BARS @ 14' \% . •1 n . 1 • N3 STIRRUPS @ 36.O.C. 3 N5 BARS TOP & BOTTOM 6 MIL POLY W.P. SELECT FILL ? 1.-2. . A INTERIOR BEAM 1 INTERIOR SLAB DROP T� o ,d 8• x 1/2• ANCHOR BOLTS E• 2-1/2" ABOVE F.F. P 48" O.C. rIAND WITHIN 12.ODOOR o:UJ / 1 . 1 \. N3 BARS @ 14.O.C.E.W. I I Z(X % •I \! N3 STIRRUPS @ 36" O.C.— �0 3 N5 BARS TOP & BOTTOM- Hz 6 MIL POLY W.P. SELECT FILL �� a 3 EXTERIOR BEAM @ BRICK LEDGE EXTERIOR BEAM @ EXTERIOR WALL I I \ v—iq BARS @ 14' O.C.E.W. I. 1 A N3 BARS @ 12- D.C. I I N3 STIRRUPS @ 36.O.C.—, 1 _, 3 #5 BARS TOP & BOTTOM I 6 MIL POLY W.P. 6EXTERIOR BEAM @ GARAGE BRICK LEDGE SEIERIOR BEAM @ GARAGE BRICK LEDGE LOCATION I IR1. • 1 FOUNDATION PLAN SCALE:1/8"=1'-O" S-1 NDATION PLAN BUILDING PERMIT CITY OF COLLEGE S5TATION 1101 TEXAS AVENUE, COLLEGE SjrATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number Application pin number . . . Property Address . . . . . . Property ID: R #• Tenant nbr, name . . . . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00002932 Date 10/03/07 184740 2420 STONE CASTLE CIR 184200-1720-0200 SLAB ONLY ' SLAB ONLY RES. (SF) CASTLEGATE PH 1 SEC 7 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 16123 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 --- Structure Information 000 000 SLAB ONLY ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc GS Permit pin number 528398 Permit Fee . . . 95.00 Plan Check Fee .00 Issue Date . . . 10/03/07 Valuation . . . . 16123 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension BASE FEE 15.00 16.00 5.0000 THOU BLDG, VAL 1001-50000 80.00 ---------------------------------------------------------------------------- Special Notes and Comments -Slab Only Permit 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. PROOF OF METHOD TO BE USED SHALL BE RECEIVED IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. Surface Drainage Shall Be Diverted to an Approved Point of Collection. Lots Shall Have a Grade Fall Minimum of 6" inches Within the First 10' feet Away From the Foundation ----------------------------- ------ ---'------------ 4 BUILDING DEPT REPRESENTATIVE: - -- APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 07-00002932 Date 10/03/07 Application pin number . . . 184740 ---------------------------------------------------------------------------- Special Notes and Comments Walls. Per section R106.3.3, 2006 IRC and section 106.3.3 2006 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 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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 845.00 845.00 .00 .00 ------------------------------------------- ------ --- -- - ------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: %c„ ---? /7— — TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002933 Date 10/03/07 Applicati.on pin number . . . 275185 Property Address . . . . . . 2420 STONE CASTLE CIR Property ID: 184200-1720-0200 Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE PH 1 SEC 7 Property Use . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 528406 Permit Fee . . . . 20.00 Issue Date . . . . 10/03/07 Valuation . . . . 0 ------------------------------------ Other Fees . . . . . . . . . ---------------------------------------- TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited -------------------------_---- Due ----------------- Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------------------------------------ ------------------------- BUILDING DEPTT' REPRESENTATIVE. APPLICANT: 41P. APPLICATION FOR BUILDING PERMIT ` 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Plamzing d" Development Semiar WWW.CSTX.GOV ADDRESS/LOCATIC-N: LOT � (:) BLOCK a �-Vu 1�co/i<Cuswe_ Cr DATVOP�r_ APPLICATION # TEMP POLE # SUBDIVISION G� s-rle q c, re ✓ SEC/PH 7 BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTACT PERSON FOR REVIEW COMMENTS: ERIC WIVAGG PHONE: 690-1222 ext. 120 FAX: 690-0348 EMAIL: ewivaggC�stylecraft-builders.com ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Control Temp GOOD CENTS (Residential only): No ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * }< SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: �'/�, (� UT ,iegf,'�,, / lfl fwq PROPOSED USE: Single Familv Residence WALL BRACING METHOD: PRESCRIPTIVE ❑ APA PORTAL FRAME W/ CSPS Pq ENGINEERED HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: >��3 TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ A TOTAL AREA: 82-7 HEATED AREA: (Cost of Labor and Materials) �X PUBLIC SEWER ❑ SEPTIC/TREATMENT SYSTEM a SEWER TAP ❑X WATER TAP �� 9�❑ OTHER TAP: X TEMP POLE SIZE %11 SIZE SIZE NUMBER OF BEDROOMS: l NUMBER OF BATHROOMS: INTERIOR WALL TYP EXTERIOR WALL TYP . FOUNDATION TYPE: ROOF TYPE: 3 GARAGE TYPE: SINGLE [—] DOUBLE ® TRIPLE w ATTACHED FT] DETACHED = CARPORT a WN SIGNATURE OF APPLICANT: For StVlecraft *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only A—/�—o 7/�—�`7 Plans Examiner 4_� Oab/ Zoning Official Jaeml-ne YES or NO Fire Marshall Energy Code Compliance Information N� % Glazing of exterior walls % 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 (Solar Heat Gain Coefficient) .35 Glazing U-Factor .53 R value of ductwork R6 A/C SEER Rating 13 Protection Against Subterranean Termites ❑ Chemical Termiticide Treatment (Soil Treatment) . Chemical Termiticde Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other *Verification of Application shall be submitted to the City of College Station Building Department prior to issuance of the Certificate of Occupancy.