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HomeMy WebLinkAboutSLAB2005-03867, 05-346505 '34M(o BUILDING PERMIT CITY OF COLL -SfiATION .1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BCS DEVELOPMENT CO 4090 SH 6 S COLLEGE STATION TX 77845 05-00003867 924 WINDMEADOWS DR 650730-0202-0040 R300471 SLAB ONLY RES. (SF) WESTFIELD VILLAGE PH 2 RESIDENTIAL PLANNED DEVL HOUSING 7583 Date 11/03/05 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 . . BK Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . 11/03/05 Valuation 7583 Expiration Date . . 5/02/06 Qty Unit Charge Per Extension BASE FEE 15.00 7.00 5.0000 THOU BLDG, VAL 1001-50000 35.00 ---------------------------------------------------------------------------- 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 y METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. 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. If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. 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 WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED -------------------------- ----------------------------- BUILDING DEPT REPRESENTATIVE:"Q APPLICANT: BUILDING PERMIT CITY OF COLLEGE S`iATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ----------------------------------------------------------------------------,. �• Page 2 Application Number . . . . . 05-00003867 Date 11/03/05 ---------------------------------------------------------------------------- Special Notes and Comments PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI Refer To This Permit For Details For This Plan. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. 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 Slab only issued with clear understanding that builder is proceeding at own risk ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------=... Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 800.00 800.00 .00 .00 -------------------------- ---------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE S`1'ATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 05-00003456 Date 11/03/05 Property Address . . . . . . 924 WINDMEADOWS DR Property ID: 650730-0202-0040 R #: R300471 Application type description TEMP POLE Subdivision Name . . . . . . WESTFIELD VILLAGE PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 0 Owner Contractor ------------------------ BCS DEVELOPMENT CO ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S RANDY FRENCH COLLEGE STATION TX 77845 4090 SH 6 SOUTH COLLEGE STATION TX 77845 °• (979) 690-1222 .... ---------------------------------------------------------------------------u.. Permit . . . . . . TEMP POLE PERMIT Additional desc . . BK Permit Fee . . . . 20.00 Issue Date . . . . 11/03/05 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 - e APPLICATION FOR BUILbING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX W WW.CI.COLLEGE-STATION.TX.US ADDRESS/LOC TION: 2 LOT LOCK SUBDIVISION W -I TT b V 1 LLI�t C"j BUSINESS/OWNER NAME: STYLECRAFT BUILDS M On" use only DATE: f b 31 O APPLICATION # TEMP POLE # PHASE �— RS INC. PHONE: 690.1222 ext.20 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS INC. PHONE: 690-1222 eict. 20- CONTRACTOR ADDRESS: _ 4090 State Highway 6 South ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbina HVAC: Control Tema GOOD CENTS (Residential only): No CLASS OF WORK ACCESSORY/STORAGE LOCATION ADDITION RE -ROOF (Total/Partial) MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans Req) REMODEURENOVATION SWIMMING POOL DESCRIPTION OF WORK: Conventional Framing STRUCTURE USE: — Single Family Residence HOMEOWNER ASSOCIATION/ARCHITECTUAL'OR DESIGN REVIEW COMMITTEE APPROVAL: —1 l% TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $_ % S83 TOTAL AREA:_ HEATED AREA: (Cost of Labor and Materials) F PUBLIC SEWER SEPTIC/TREATMENT SYSTEM vaj�y SEWER TAP: 4" I nX WATER TAP: SVE %" OTHER TAP: SIZE /�� r ` / X TEMP POLE �J , SIZE �% GARAGE TYPE: SINGLE a P �6 ATTACHED a NUMBER OF BEDROOMS: 3 NUMBER OF BATHROOMS: INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Siding and/or Masonry FOUNDATION TYPE: Slab on Grade ROOF TYPE: Composition DOUBLE r";�_j TRIPLE a DETACHED a CARPORT a SIGNATURE OF APPLICANT: i. For Stvlecraft Plans Examiner 5 Official Use Only Zoning Official ents: S r NO .m FINISHING NOTES 1.FULL CEDAR FENCE 2. 3. 4. 5. 6. SHEET: C-1 AREA SUMMARY 45.83' 1 ' _U_E.— I I d- I II ♦', o � N I 1'2'X'ID I Dui o AFENCEI PATIO- TE � rr� FENCE96 L&K PR POSED I Q Q i RE IDENCE i I ' r-il a I I I I vH I , W0 II/TWC CAR GA GE c/) x All v 20 ON W se, cc W N ON 924 WINDMEADOWS �g 4g 5� NC. TRUCK WESTPIELD VILLAGE 16' ONC. WASHOUT BRICK A Q Q LOT-4 HERE z BLOCK-2 — MAILB o U PHASE-2 924 WINDMEADOWS DR. UO�q�� 1 SITE PLAN SCALE: 1 •=zo'-o• i! WESTFIELD VILLAGE SUBDIVISION FOUNDATION NOTES AND DETAILS , GENERAL NOiE'8 -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 SUR+GRADE SEZ%, Mo, 1. REM SURFACE VEGETATION, ROOTS. AND ORGANIC MATERIALS TO A DEPTH OF 6'. THE EXPOSED SURFACE SHALL BE V18UALLY 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. 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 STRIPPING, BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT F01 MATERIAL 6. PROVIDE S MIL THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FILM. OVERLAP 24' AT ALL JOINTS. , BEN SKI BTEE SPECIFICAATION 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM AS16, GRADE 60, EXCEPT 63 BARS WHICH ARE BENT (SUCH AS STIRRUPS. TES, OR DOWELS) MAY BE OWE 40. WELDED WIRE FABRIC SHALL CONFRONT TO ASTM Al 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, AG 315. UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12 INCHES MINIMUM 3. 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 A8 REQUIRED BY CODE 6. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 3% CHARS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, PAY SMEE M OR FEL78 SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. S. CONCRETE OVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE IWe ACI CODE T. WHERRE THE GEOMETRIC CONFIGURATIONS OF BLASS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN ORERWISF- THIS REINFORCING SHALL BE 3-03 BARS X U-0W LONG ® 4. ON CENTER AT EACH SUCH CORNER PLACED WITH TYPICAL BLAB REINFORCING. CA IN RACE r"N21 BPECIF7G",TONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AG 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 H q=UAL JOINTS WELL ITE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERTICAL BULKHEADS INCORPORATING A SHEAR HEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPORVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK DESIGN IS THE RESPONISELIM OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS, 6. UNLESS OTHERWISE NOTED. CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS - 3- BOTTOM; r SIDES AND TOP FLOOR SLABS - r S. ALL PENEIRATIONSAND SLEEVED44MM SMALL BE APPROVED BY THE STRUCTURAL- ENGINEER 7. CONCRETE PLACEMENT SMALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT CONCRETE SHALL NOT BE DRUG-BY;IAND MORE THAN 6 FEET. S. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR 'HE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED GEOTECHNICAL ENGINEERS REPORT FOR HO'TF• RE -SA R SPECS THE PROJECT AREA AND FEDERAL HOUSING ADMINISTRATION ALL GRADE BEAMS MUST BE AT LEAST W INTO UNDISTURBED BAR SIZE MIN. lAP INCHES MIN. RADIUS OF BENDS REQUIREMENTS. NO OTHER WARRANTY OR GUARANTEE NATURAL GROUND. EXPRESS OR IMPLIED IS PROVIDED. A SITE SPECIFIC Rg 1r 16�18' GEOIECINICAL ENGINEERING STUDY AND REPORT FOR THIS A'4 04 it Ir 1-1/4• PARTICULAR PROJECT HAS NOT BEEN COMBMISIONED OR 1-0/16' ACCOMPLISHED! 1T6 2D' 2-1/4' t7 28' 2b16' R6 36- 3' "3 BF�/.mil\ It3 BARS @ 12' O.C.E.W.- #3 STIRRUPS @ 36' O.C. 4 #5 BARS TOP &.BOTTOM I d b 6 MIL POLY W.P.- �' i--SELECT FILL `tlg RJORR BEAM 1 INTERIOR SLAB DROP #3 BARS @ 12' O.C.E.W. #3 STIRRUPS @ 36- O.C. y 1 1 j 4 #5 BARS TOP & BOTTOM 6-MIL POLY W.P. A„ l-SELECT FILL 319 BEAM to BRICK LEDGE 2ggRIOR BEAM (a) EXTERIOR WALL ro .-- --- -- - - T m ( #3 BARS @ 12- O.C.E.W. 4 I .' cl #3 BARS @ 12' O.C. 1 #3 STIRRUPS @ 36' O.C. 1 I / 4 #5 BARS TOP & BOTTOM / I G 6 MIL POLY W.P. 6E ABEAM (a) GARAGE BRICK LEDGE CRIIR BEAM (a) GARAGE DOOR 18'-81' 11'- 3' 91' 2 -� I IIE,Y�i,lI�ll ,O �11I1 , � � 7—CIL f � OF WALL 4 C.L OF WALL OF R1.1 III J�I/IltlI'MI,l� / ,• WIN l i '© i i i i01 _ ALONG• OF HOUSE r� • `.�• 1 FOUNDATION PLAN SCALE: V8'=V-0' a$)TIUT /: �411 N a h o0 /W Q r� �M P W M �N � W HW o V OF � a0 0 rn p