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HomeMy WebLinkAboutSLAB2007-01104volow-liv+ /3Esselte 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 . . . . . 07-00001104 Application pin number . . . 905600 Page 2 Date 4/16/07 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 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 DEPT REPR T APPLICANT: APPLICATION.FOR BUILDING PERMIT CITY OF COLLEGE STATION CO TEXAS AVENUE (*Orq" COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning d'DevelopmentServices wWW CSTX.GOV N I For O(f Use Only DATE: ` (�RCC REG APPLICATION # TEMP POLE # ADDRESS/LOCATION: _ L 119 MCFARLDXN n 1g LOT t Q% BLOCK Y 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 STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 11.286 '_AR TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labbr and Materials) XX PUBLIC SEWER NUMBER OF BEDROOMS: 4 "�p F] SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4 SEWER TAP.- 4" SIZE SIZE ❑ OTHER TAP: SIZE INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Siding and/or Masonry FOUNDATION TYPE: Slab on Grade TEMP Pel E ROOF TYPE: GARAGE TYPE: SINGLE a DOUBLE ATTACHED Tl�� SIGNATURE OF APPLICANT: *If proposed work involves new commercial co ructio a commercial property, building elevations are required. Official Use -r-6 4- IL-3-7 Plans Examiner .- Sim dN�y Composition TRIPLE !PART L) /0/ D% For Stvlecral e Impr6vemenks/rdnovations to an existing Zoning Official C ents: ES rNO NC- 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 ai+ AL32� SPEC: 4119 MCFARLAND :ST07012 PLAN# S-1711-C STYLECRAFT BUILDERS, INC. ©2007 iY Cfl fi 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 0 z SOUTHERN TRACE SUBDIVISION FOUNDATION NOTES AND 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 REWIRED. 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, 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. 3. FILL MATERIALS SHALL BE PLACED BY BOX BLADE OR FRONT ENO LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATION AND CONCRETE PLACEMENT LOADS. 4. AFTER STRIPPINQ BRING BURRING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL 5. PROVIDE 6 MIL THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FILM. OVERLAP 24• AT ALL JOINTS. REINFORCING STEEL SPECIFICATIONS EI 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A815, GRADE 60, EXCEPT #3 BARS WHICH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A7S5. 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, ACI 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 AS REQUIRED BY CODE 5. PROVIDE NECESSARY TIES µD BAR SUPPORTS AS REWIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. 8, CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL By WITH THE 1BBB ACI CODE. 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE OWGMAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 343 BARS X 5*4T LONG 0 4- ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SLAB REINFORCING. CAST IN PLACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WDRK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAID AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 3. NO HORIZONTAL JOINTS WILL 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 KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPROVED 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 GAINED 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' e. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 7. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MUTER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY FUND MORE THAN 5 FEET. B. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA THE FOUNDATION HAS BEEN DESIGNED IN ACCORDµCE WITH THE REFERENCED GEOTECHNICAL ENGINEER'S REPORT FOR THE PROJECT AREA AND FEDERAL HOUSING ADMINISTRATION REQUIREMENTS. NO OTHER WARRANTY OR GUARANTEE EXPRESS OR IMPUEO 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 UICK COUNT BAR MIN. LAP MIN. RADIUS LEAST 6- INTO UNDISTURBED NATURAL INCHES O SITOP BAR 4 #5 ZE F BENDS GROUND. z" 1 s• BOTTOM BARS 4 #5 #5 is• 1-9 s" BEAM WIDTH 14" #s 20• 2-1/4" EXTERIOR BEAM DEPTH 30" #� s 6� INTERIOR BEAM DEPTH 30" Oro T-----��-- - -T--- SOP zco � oaf %\ ; I #3 BARS @ 14' O.C.E.W. 22 \ #3 STIRRUPS @ 36. O.C. 4 #5 BARS TOP & BOTTOM Nz \� 6 MIL POLY W.P. SELECT FILL II ITERIOR BEAM 1 INTERIOR SLAB DROP RICK 8' x 1/2" ANCHOR BOLTS B1 ICLE 2 1/2• ABOVE F.F. 0 48' O.C. " AND WITHIN 12' OFDOOR -4 O� �al W \/ ,I P #3 BARS @ 14" D.C. E.W. �m O? �// I I " \� #3 STIRRUPS @ 36" O.C. // " 1° j ODD 0 \ j// a 1 4 #5 BARS TOP & BOTTOM / I g p 6 MIL POLY W.P. \ ,I % qz SELECT FILL EXTERIOR BEAM Cad BRICK LEDGE EXTERIOR BEAM (a) EXTERIOR WALL. 3 2 .,.a BRICK LEDGE r 8' x 1/2" ANCHOR BOLTS 3/8" SMOOTH 48. DOWEL WHERE (IF REQUIRED + ARIES D 5" FROM DOOR OPEN NG " FFLAI WORK AbuTS L7 OW ,I I • #3 BARS @ 14' O.C.E.W. \ I I " \ �m \- ZF Ow ° #3 BARS @ 12' O.C. " \ -n #3 STIRRUPS @ 36' O.C. Nz / 4 95 BARS TOP & BOTTOM Fz 6 MIL POLY W.P. SELECT FILL 6EEEROR BEAM (il GARAGE BRICK LEDGE EXTERIOR BEAM @ GARAGE BRICK LEDGE 26-9'" 1. y� a �I I I CRITICAL L2 ON I I �I I I Iur I � I II m I I I v I I N IR _ 10 6� N I II I I 4 I 2 N F 2ND FLOOR c LorwnoNm I I 2'-5L 2 I L_ JL______- KN II I nrl I II I II I •' A I I LO 4 cT 1 26'-91' AREA SUMMARY LOCATION z 1^.4 91.4 z SHEET: S-1 FOUNDATION PLAN 1 FOUNDATION PLAN SCALE:1/8"=1'-0'