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HomeMy WebLinkAboutRES2007-02187, 07-2188010.200191 Ol • ?1Q�8 r PREPARED 12/08/08, 12:03:20 INSPECTION TICKET PAGE 2 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/08/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 2479 NEWARK CIR SUBDIV: CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER GREENS PRAIRIE INVESTORS LTD PHONE PARCEL 184200-2501-0100 APPL NUMBER: 07-00002187 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 10/29/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 10/29/07 AP October 29, 2007 10:36:53 AM acarter. Strings On Setbacks O.K. Slab Ground Installed B120 01 11/16/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00 11/16/07 AP November 16, 2007 10:05:35 AM glsouth. APA FRAMING INSPECTION B115 01 12/28/07 OC BLDG, FRAMING TIME: 17:00 12/28/07 DP December 28, 2007 9:03:21 AM kwolfe. Purlin braces not correct. Need hangers throughout. Need blocking between floor joists above walls. B115 02 1/04/08 OC BLDG, FRAMING TIME: 17:00 1/04/08 AP January 4, 2008 11:26:24 AM kwolfe. B130 01 1/07/08 OC BLDG, INSULATION TIME: 17:00 1/07/08 AP January 7, 2008 10:52:34 AM acarter. B125 01 12/O8 08 BI BLDG, FINAL TIME: 17:00 December 8, 2008 10:52:09 AM ccourt. -------------------------------------- COMMENTS'AND NOTES -------------------------------------- IS 4(�5V_-1' <<Pa . R��.Tom q% TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT Property Owner: CLASSIC CENTURY HOMES LocaJjon Iola Treated: 2479 NEWARK v 2920 Percentage of Termticide(s) to be applied at this location: 0.06% 97 GAL. Type of Treatment: Full Partial XX vertical XX Horizontal[Perimeter Beam XX Foundation: SLAB Siding: BRICK Primary Use: RESIDENCE Roof: COMPOSITION A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORIdATION (IF ANY} INCLUDING AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE 06LIGATIONS OF THE PEST CONTROL OPERATOR TO RE- TREAT FOR TERMITE INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD. AND T:-IE CONDITIONS THAT COULD DEVELOP AS A RESULT OF THE OWNERS ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED. Charges for pre -treat: NOTES: Annual re-newal: SEE ATTACHED SKETCH BUILDERS SUPPLIES SKETCH/ PLAN 0 $316.09 $130.00 32129 PT Ca CwTechlnchm SPCB sae q l 10/2212007 32129 PT 6'd EZS6 069 6L6 S0/8 - 400 eV£. 6 l 60 Z 6 Uef WF0950016 / 001 City of Col,,ege Station PAGE 1 REQ. DATE: 08/10/07 08/10/07 8:25:15 LOCATION: 2479 NEWARK CIR LOC ID: 204020 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 08/10/07 SCHED COMPLETION: 08/10/07 ******************************************************************************** JOB ORDER RESULT COMEENTS BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, dCOkLEGE STATION, TX 77840 + PHONE: (979t) 764-3570 FAX: (979) 764-3496 http:;//bpinspect.cstx.gov -------------------- °---------'---------------------------------------------- t Application Number r. . . . 07-00002187 Date 8/07/07 Application pin. number . . . 201249 Property Address . . . . . . 2479 NEWARK CIR Property ID: 184200-2501-0100 R #: R303648 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE PH 5 SEC 2 Property Use . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 201366 Owner Contractor GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 15001 HWY 287 S COLLEGE STATION TX 778453388 ARLINTON TEXAS --- Structure Information Construction Type Occupancy Type . Other struct info ARLINGTON (817) 561-4369 000 000 SINGLE FAMILY . . . COMBUSTIBLE (UNPROTECTED) . . . RESIDENTIAL-SFR/DUPLEX . . . EXTERIOR WALL TYPE IMPACT/PRORATA FEES PAID FOUNDATION TYPE NUMBER OF GARAGE BAYS TYPE OF GARAGE (ATT/DET) HEATED AREA INTERIOR.WALL TYPE NUMBER OF BATHROOMS NUMBER OF BEDROOMS SEWER TYPE TAZ TX 76017 BRICK NA SLAB 2.00 ATT 3051.00 SHEETROCK 4.00 4.00 PUBLIC 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 517508 Permit Fee . . . . 766.00 Plan Check Fee .00 Issue Date . . . . 8/07/07 Valuation . . . . 201366 Expiration Date . . 2/03/08 Qty Unit Charge Per Extension BASE FEE 460.00 102.00 3.0000 THOU BLDG, VAL 100001-500000 306.00 ---------------------------------------------------------------------------- Special Notes and Comments ' -Make Sure Bedroom #2 has 2nd Means o egreZ. w BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION fi 1101 TEXAS AVENUE, COLLEGE STATION, TX 778'40 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002187 Application pin number . . . 201249 Page 2 Date 8/07/07 Special Notes and Comments needed. -Make sure slider window is max. 44" A.F.F. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 301-) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY 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. Garage ceiling must have 5/8" Type X sheetrock when there is Habitable space above the garage. PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE 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 Walls. ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET 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 Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) For Openings >6 sq. ft. (12" side & 20" front) ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOjPTE AND EAD R . PENETRATIONS SEALED BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION i 1101 TEXAS AVENUE, COLLEGE STATION, TX 778.40 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 07-00002187 Date 8/07/07 Application pin number . . . 201249 ---------------------------------------------------------------------------- Special Notes and Comments Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2006 IRC 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 WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a gla ing area that exceeds 150 of the gross area of exter' r waR- duc BUILDING DEPT REPRESENTATIVE: , APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 778.40, PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002187 Application pin number . . . 201249 Page 4 Date 8/07/07 Special Notes and Comments insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING RATIO UP TO 200-. A .40 OR LOWER FACTOR AND ABOVE 200 TO 30% A .35 FACTO OR LOWER SHALL BE MET. ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. STAIRS SHALL COMPLY WITH SECTION R-311 (2006 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2006 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE PER R308.4 GLAZING ADJACENT TO STAIRWA S WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE M T BE PX;4� IRC) Z. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y ------------------------------------ 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 5 Application Number . . . . . 07-00002187 Date 8/07/07 Application pin number . . . 201249 ---------------------------------------------------------------------------- Special Notes and Comments RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC IF AN OPERABLE WINDOW IS MORE THAN 72" ABOVE EXTERIOR FINISHED GRADE THEN THE LOWEST PART OF THE WINDOW OPENING MUST BE AT LEAST 24" ABOVE THE FINSHED FLOOR FROM INSIDE THE ROOM. ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 766.00 766.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1516.00 1516.00 .00 .00 ------------------------------------------ S A ----------- BUILDING DEPT REPRESENTATIVE: APPLICANT: Cyr TEMPORARY POLE PERMIT CITY OF COLLEGE STATION , 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002188 Date 8/07/07 Application pin number . . . 291876 Property Address . . . . . . 2479 NEWARK CIR Property ID: 184200-2501-0100 R #: R303648 Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE PH 5 SEC 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ GREENS PRAIRIE INVESTORS LTD ------------------------ CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 517516 Permit Fee . . . . 20.00 Issue Date . . . . 8/07/07 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 J641 /Jd k �- BUILDING DEPT REPRESENTATIVE: - APPLICANT: Jun 20 07 02:04p Cch - B/cs 979 690 3823 p.2 APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 76 -3e96 FAX WWW.CSTX.GDV ADDRESS/LOCATION: LOT LJ✓BLOCK I / SUBDIVISION BUSINESS/OWNER NAME: PHONE: F RM-`lQ(.J -AmZ9 CONTRACTOR/HOMEOWNER: _ .L.Ya55(c ro e —PLI �AAAf7< PHONE: CONTACT PERSON FOR REVIEW COMMENTS:rReD boggiS PHONE:UVa�-6-M/(� FAX:��(oQ�-3923 EMAIL: 1 ELECTRICIAN: HVAG: PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION • SLAB ONLY DUPLEX (Landscape Plans) REMODELIRENOVATION` SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK; _ �S//lf(7Li �/-�I�YJf�G, A.5� .4—lrmL PROPOSED USE: HOMEOWNIERASSOCIATIONfARCHTTECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL - TEXAS 7cs TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# LA6PRJ&J IA VALUATION: $ � �UU l TOTAL AREA q2Q HEATED AREA: D ( ost of Labor aril Aateriats) ZK PVGLIC SEWER 0 SEPToTREATMENT SYSTEM CC SEWER TAP: WATER TAP: C` � s¢F OTHER TAP: srrE 9 TEMP POLE \ % GARAGE TYPE: SINGLE 0 ATTACHED NUMBER OF BEDROOMS: 4— NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EMERIOR WALL TYPE: FOUNDATiom TYPE: " D-Sl (bI,-� ROOF TYPE: - �nnQc�srt( an� DOUBLE TRIPLE Q �ET�ED CARPORT F SIGNATURE OF APPLICANT: 'If proposed work involves new commercial n orr fee de improve , ecovalions io an existing commercial property. building elevations ard required. eeoeeaaoefoeeeeeeeeoaeaoeea000eooaeoaae♦oeeoeeoaeeeeeeo`eee• n �✓ 2,� Ofircfal Use only Ftf° Plans Examiner Zoning Official / Fir Marshall w u: Armes s Co ants: L geoitap.,� L NI¢QO�l /ice i�jl�S �zRoot, %✓ils Z,4 „- NO i, ,'vmrJk4 4 &/c Per � (a� N462v qI Jun 20 07 02:05p Cch - B/cs 979 690 3823 p.3 Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling I (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork A/C SEER Rating . Protection Against Subterranean Termites Chemical Termitici.de Treatment (Soil Treatment) ❑ Chemical Termiticide 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 Certific.2te of Occupancy. M� PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# 07 cz 18 rl DATE: BUILDING ADDRESS: I. Foundation Requirements- Minimum City Foundation Standards NA/ A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated OK II. Framing: Floor, Wall, Ceiling and Roof Requirements N A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex OK 1. One -hour rated extending to roof deck &XOK E. Header sizes indicated on plans NA/SR F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, rade and direction of span indicated on plans L. Attic access location and size indicated on plans M. Span exceeding code tables must be engineered N. Rafter size, spacing, roof slope & purlin bracing if required to reduces an O. Roof covering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations E PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. Ill. Stairway Requirements OK f&0 K A. Stairway Details NA/ 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" Max. difference 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements N A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NA/ 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi NA/ B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements N A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/ Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NWW Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 N Does not block an water course or divert an flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." % -� 2 LANS EXAMINER DATE eering, LLC 401 S. CLAY STREET, ENNIS, TX 75119 July 6, 2007 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 The following post -tensioned foundation plans are herein authorized for construction at the address and legal description shown below. Lot Blk Subdivision Address City County State 10 1 Castle Gate 2479 Newark Circle College Station Brazos TX A site specific soils report was not provided. The foundation has been designed based on the following soils conditions. Soils Laboratory Brazos County USDA Soils Survey Allowable Bearing Pressure P.I. 1200 psf 36 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (GRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647 PTF0707010 Si 71612007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com OCT-25-2007 THU 09:17 AM ©1 P. 002 �218� U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OM9 No. 1660-0008 Federal Emergency ManagemeM Agency1.Ex0irasFebruar,/28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION : br:Insur*noe Corrny;Use: Al. Building Owner's Name Policy Number A2, Building Stroh Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC;Number:": t 411 AItRe.&M1ll Inflict-! City State ZIP Code r A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) L W160 31e1W I or. C1RSt A 41401 t1gMIV it $ht♦L4E 't. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc,) � A5. Latitude/Longitude., Lat. Long. Horizontal Datum: NAD 1927 10 NAI) 1983 A6, Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of Crawl space or enclosure(s) �� sq ft a) Square footage of attached garage �[� Sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosures) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq In SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl_ NFIP Community Name & Community Number 82, County Name B3, State cos I r'Eat:a 84. Map/Panel Number B6. Suffix 86. FIRM Index 87. FIRM Panel B8, Flood B9, Base Flood Elevation(s) (Zone Date Effective/Revised Date 7,,pne is) AO, use base flood depth) �Et eai Z- 9 • , s 110 "Lkc.. e+� 810, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9, ❑ FIS Profile FIRM ❑ Community Determined RNAVD Other (Describe)B11, indicate elevation datumused for SFE In Item B9: ❑ NGVD 1929 1988 ❑ Other (Describe) 812. IS the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes R No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1_ Building elevations are based on: ❑ Construction Drawings- J2 Building Under Construction* ❑ Finished Construction A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with 8FE), VE, V1 V30, V (with 8FE), AR, ARIA, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.21-9 below according to the building diagram specfied in Item AT Benchmark Utillred Vertical Datum Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 3=t .-U-10feet ❑ meters (Puerto Rico only) b) Top of the next higher floor - ❑ feet ❑ meters (Puerto Rico only) e) Bottom of the lowest horizontal structural member (V Zones oNy) feet ❑ meter; (Puerto Rico only) d) Attached garage (top of slab) TIN !BP1 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _ feet ❑ meters (Puerto Moo only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 1<7t� _.DIM feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 4, W L7 ;d feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and Sealed by a land svNeyor, engineer, or architect authorized by law to certify elevation information. I cattily that the Infor wmkin on this Cei0cate represents my best eflbrts to Interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. �J ❑ r r ti �� try Check here if comments are provided on bade of form. 0 O, �- _ Portz RPM '%W Celfier'S Name license Number - Sv4�ttaA 3 t &Abair .•..•.` � ......:... h e Company Name • WILLIAM P, PRICE j :c 3047 rasa City State ZIP Cod® •.- 0, AP: Ignature Date Telephone q/ FEMA Form 81-31, February 2006 See reverse side for contlnuation. Replaces all previous editions Jul.30. 2007 9:03AM No.5701 P. 2 2479 NEWARK CIRCLE COLLEGE STATION, ------------------------------------ - PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED (2)3' X 6' DL 1/1 DEYEBROW DOUBLE ROWLOCK (2)3' x 7' DL 1/1 TO SURROUND WINDOWS PLAN# JUS 1 ADDRESS 2479 NEWARK CR LOT 10 BLK I I 1 SUBDIVISION 11 CASTLE GATE YX6'DLI/I FULL EYE BROW 9' X T OVHD (D (2)3' X 6' DL I/1 EYEBROW 9'XTOVHD BRICK QUOINS lassie Century Homes W V PROJECTION wmli 33' 0" 19.0.1 14-11" 4-8" 14' 3" bo :.3' 6" 3' 6" 3' 6" 3' T' 4-8" 3' 9" 3' 6" 3' 6" 3' 6":,,: Zo '0* 6'0' 3'0'. FG' 3' 0'. 0' 3'0"x F (r 3' O'x 6* 0' 3, 6„ C) 3'0' x 6' 0' TV x VW 3'0*xVlY 0 BREAKFAST -222 MASTER BEDROOM PORCH ra lac 9'CLG re 9'CLG 3" -:: 0 I FAMILY ROOM ib 3'7 9/32" I I F 9'CLG LO 6 5-6" c"I co cn KITCHEN I : Tl 19-7" zoo LO b Zo 70" --- -------- bo 1 00 io UTIL 7-5- ITT FOOTAGE 1st FLOOR 1644 2nd FLOOR 1407 q TOTAL LIVING 3051 GARAGE 546 PORCH 323 TOTAL 3920 04 T9 5- 6" 3' 0" '10" 3' 10' 22-5" z LIVING 9'CLG co b- LIM OPEN TO GARAGE cl) V) c\I BELOW 8'CLG halfwall -------------------------- -------------------------- 0) co ZN TO' CD 910* 91 Ir Zo O C3 (o (o 11' 4" 11-8" 15' 8" 1 7' 0" 6-4" 52-0" PLAN # 3051 lassie Century Homes ADDRESS 2479 NEWARK CR LOT 10 BLK 1 SUBDIVISION CASTLE GATE .— 0.-,.A0 ISEE ELEVATIONS FOR WINDOWS SIZE AND LOCATIOIS NOTE: 1) SHADED WALLS TO BE 2" X 6" FOR PLUMBING 2) ALL HEADER HEIGHTS TOBE 6-10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED t d t4 F/wit U)f,Aldo wur M Nt M4*,, A H " hic- F. 13' 3" 5191, 13' 8" 19' 4" 6' 8" 7' 0" 6' 0' 3' 6' b 7V - `n BDRM 4 u') 8' CLG 2' 5" 10' 11 1 /2" 3' a 5' 0' b __ b O M BDRM 3 M zo re 8' CLG LOFT 50 N 16' 6" 8' CLG Ld in 00 r 0' 6' 9.111, bn �irweu °O ih 16' 2" 9' 8 3/4" 22' 5 1/4" ROO ^ 1'h BDRM 2 GAME ROOM 8' CLG 11' 4" 8'-9'CLG 11 x 11' 8" 15' 8" 13' 4" 52' 0" PLAN# 3051 ADDRESS 2479 NEWARK CR LOT 10 BLK 1 SUBDIVISION CASTLE GATE ias5�� CentuYy Homes M.ku.+Norr OvnrmAiyw rLMr in in M 0 N SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATIOIJ NOTE: 1) SHADED WALLS TO BE 2" X 6" FOR PLUMBING 2) ALL HEADER HEIGHTS TOBE 6'10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED NOTE:1) Foundation anchor bolts at 3) All lower sole plate to be 6'0" o.c. as per 2000 IRC Pressure treated as per sec. R403.1.6 sec. R323. All fasteners 2) All framing and structural to be hot dipped galv. steel, design to meet 90 m.p.h. stainless steel, silicon bronze wind criteria as per sec. or coper only as per sec. R323.3 R301.2.1 and table R301.2(4) 2000 IRC code. ROOF DETAIL 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonary veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. as per cPc R7n1 7 R RIGHT ELEVATION LEFT ELEVATION REAR ELEVATION PLAN # 3051 lossic ADDRESS 2479 NEWARK CR Century LOT 10 BLK 1 Homes SUBDIVISION CASTLE GATE m» ` NOTE: 1\Lighting onstair boconaotfrom switch @ top to light mounted on vvmU @ middle of stairs to switch � @ bottom ofstairs per sec R3O3.4 \ 2)Smoke detectors will behard wired inseries � w/battery backup power amper oec F�317 . 3)Provide 11Ooutlet &|ightnear HVACunit for service with switch. wAarsn asonoOm o'oLm FOR FAN w� < ``. LIVING \. 9'oLa ELECTRICAL ``. LIVING \. 9'oLa ELECTRICAL COUNT SYMBOL ceiling fan spotlights 1 2 fluorescent fixture 1 fan 4 light 14 outlet gfi 13 6- smoke detector 2 BREAKFAST PQACH /+ I UKI'TCHEN /�AMILY ROOM FOOTAGE GARAGE 546 TOTAL' 3903 GARAGE OPEN TO BELOW 8'CLG ----------------------- ------------------------ PLAN # 3051 ELECTRICAL PLAN ADDUSS LOT Century SUBDIVISION BDRM 3 8' CLG 0 BDRM 2 8' CLG d +-IeBDRM 4 8' CLG LO T 0 9' CLG / halfwall NOTE: 1) Lighting on stair to conect from switch @ top to light mounted on wall @ middle of stairs to switch @ bottom of stairs per sec R303.4 2) Smoke detectors will be hard wired in series w/ battery backup power as per sec. R317 3) Provide 110 outlet & light near HVAC unit for service with switch. Y \ GAME ROOM 8'-9'CLG PLAN# 3051 ELECTRICAL PLAN lassic Century Homes ADDRESS LOT BLK SUBDIVISION EJ[IFJUa0. WAl1 9O)'GLES ,r uax— NOTE: AntaMRgR Uic6 ATPDin E- IlEati`T SDTHAT .sm'sgw." TYPICSLRIFL SYSTEM,aIIaATTDSIAAlWN SR'iaG SIlaF1.00R ARTI.Oa'RMOTRFSTRIfIFD 1) Foundation anchor halt; at Ir Gli aoAap TTOR1oETE 9mWyaN s Mq. rxs RArTEvsst; rA oc 67 o.c. as per 2000 IRC annaloacnuNOEgLsa sec. R403.1.6 2) All framing and structural "' B0T0M ^'`R In• nvwTToosxeATxn+c i design to meet 90 m.p.h. a curs wind criteria as per sec. i R301.2.1 and table R301.2(4) eATr o¢uLATRmRau•oT RUR 20031RC code. wfATRFRTRaRalnxgG Amu.aroatDRT+ oZaftki x 3) All lower sole plate to be Pressure treated as per TmrALrx. n ERTIT.W WALL: Ns"�T&ors _ sec. R323. All fasteners ICTAL RATIR165 : LT.10PRATES PASTA to be hot dipped galv. steel, 1•ARSPALE 2"'TOP1AM stainless steel, silicon bronze Irr alRAri11N0 or caper as sec. R323.3 X 51HARI Ba0.E lLLA5ESIV UNOLti1pE _ TYPIEAL r>u 9aX](E%TEag0. WALL Pe y 1 iM"U's ' mO.000 ST SOOTTWIEpll SPACEDVDITS rrACEaRIM 4) Provide hand Tails on all stairs/steps RU unan ,.ATRW Q 40c METAL BRICK TIES I? S`aXTRocc ATTFPVEM EYFAY SRD9aR'R I' AR spe with a minimum of 2 risers as per AT �10m Ir: S aAna,`G sec. 11315. (min. stair tread 10": ARAloEx max. riser 7 3/4" sec. R314.2) AMsIB•ae MseAnmm�ATmN 5) Masonry veneer anchorage of Tnlcu._x.aurxExTEaloawA - V^MM= 24' horizontal and IS" vertical as TYnfALlxI aRIIX EKIEIMTR WALL werAi aRwx Tiesa per sec. R703.7.4.1 and weep holes •RrAtmlxx TIES I•AowA 1'AR SPACE atamaximamof33"o.c.asper aAMRAILt IM'MIN. W S1a'ATnNG IISHEATiRVG s MAXE e ARBAutra sec. R703.7.6. ."""...-. ro: Sr lxE `sI5TVa5p16'ac CIS4v�o LRSTU051®16'Ol 0.0 aATT INn1UnoN I?SfIEEtagY /�a"'R/_(R(` `Q/(L_• IBOLT�6'Of MAx aaxr W.c MAIL ________________________ xT BVTTGM RATE TREATED Ztl—.�--A-� • • ALL BLVI gNEM11ab TNIraAESSEf, J �`• � aaraxrTRLTAIENr TueE OETERMIaI]leY EMglaB TYPICAL ROOF yr' in' SHMGl.ES •b'T.Z �A PLYUIDO0 SHEATHING c/W 'H" CLIPS MIN. 2'X6' CONTINUOUS RAFTERS a 24' 0... BATT INSULATION AIR VENT BAFFLES a24' O.C. ROOF PI' END AT RIDGE TO BE INSTALLED r 60 THAT AIR FLOW IS NOT I IOVERHAN RESTRICTED DECKING � MAX. II/' WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK 1' AIR SPACE In" SHEATHING 2'x4' STUDS o 16' ." BATT INSULATION CITY OF LOCKHART in' SHEETROCK TYPICAL ROOF OVERHANG DETAIL SIG BtnTOM MTETRES 4 :I � : °4 A{E$LAa WMNSII11511nOINFSSQ J '.a $ aer2Nwx[vaexrroeE q:Traaarover FNGIAEEH •�`aa TOP VIEW CHIMNEY CAP LUE CHIMNEY 2X4 BAND , CAP ' `' 2X4 BAND L ,' N 2X4 FRAM G , - 1 MEMBER - - - - - 2X4 FRAMING MEMBER SIDE VIEW OSB SIDING TYPICAL WALL DETAILS sPNEREsnALL RETURN ENDS TO NOT PASS MU 4" WALL OR MLR AY,STEM 18"FLOOR iAD (3)2x12 STRINGERS F 5/8" TYPE DRYWALL x n UNDER STAIR STRINGERS U HANDRAIL @ 34"-38" MAX. FIRST FLOOR STAIR DETAIL IRC 2003 21411 � 10' 0" MIN. Z I I I I p I i 1 I CV I Itl I I F�i1 t I , � W I I I lI I FjTi I FBI , I , I , ' o Csic Century Homes Making Home Ownership Affordable Area Calculator: Add to Library Window Name Assembly Type Quantity Width x Height Unit = Area Total I Area JU-Factor SHGC Comments/ Description 1 3'0" x 6'0" Metal Frame, Do 10 3'-0" 6'-0" 18.00 180.00 ft2 0.650 0.340 2 4'0" x 4'0" fixed Metal Frame, Do 1 4'-0" 4'-0" 16.00 16.00 ft2 0.650 0.340 3 3'0" x 5'0" Metal Frame, Do 1 3'-0" 5'-0" 15.00 15.00 ft2 0.650 0.340 4 60" x 3'6" slider Metal Frame, Do 1 6'-0" 3'-6" 21.00 21.00 ft2 5 3'0" x 7'0" Metal Frame, Do 2 3'-0" 7'-0" 21.00 42.00 ft2 6 3'0" x 60" 1/2 EB Metal Frame, Do 4 3'-0" 6'-0" 18.00 72.00 ft2 0.650 0.340 7 3'0" x 6'0" FULL EB Metal Frame, Do 1 3'-0" 6'-0" 18.00 18.00 ft2 0.650 0.340 8 64" x 6'0" TR Metal Frame, Do 1 5'-4" 6'-0" 32.00 32.00 ft2 9 1'6" x 6'0" SL Metal Frame, Do 1 1'-0" 6'-0" 6.00 6.00 ft2 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Window Area Total: 402.00 1/1 Area Calculator: Assembly Ty M Comm Description o®■�■®®©�� 07/03/07 16:21:16 Door Area Total: 75.56 1/1 BRICKLEDGE WHEN APPLICABLE 12' # 3 PEBAR WITH 7-0' �p 1" BRICKLEDGE WHEN ✓ BENT @ 45° TYP. @ BRICKLEDGE WHEN ✓ " APPLICABLE C ALLCORNERS APPLICABLE SLAB STRAND" 1 CHAIR WHERE APPLICABLE Z _ CHAIR fA _ ..I"' CUSHION �CHAIR tD CUSHION SAND, TYP. — _' _ — =e — Z - 1 SAND, TYP. G ¢ �-�-� B3� .CUSHION ,-1n1 "2-B.S" DETAIL. TOP OF -1 POST -TENSION STRANDS owoq O r y� SAND. TYP. 6' 6' TOP OF POST -TENSION STRANDS GRADE WHEN INDICATED N W "- L ,,C[��.I I 11a. • e ,' �'S' STRAND GRADE WHEN INDICATED i .�' ON PLAN. TYPICAL ¢ Z k u �' '' TOP OF'•1 POST -TENSION STRANDS ANCHOR 1..•.•. ON PLAN, TYPICAL 2- #5 BARS ¢ _ 11TT� GRADE WHEN INDICATED 0 0 Q ;yl — CHAIR ON PLAN, TYPICAL Tn DRAPE BEAM STRAND s IDRAPE BEAM STRAND LL w i f ,".�• DRAPE BEAM STRAND WHEN INDICATED WHEN INDICATED i j I WHEN INDICATED ON PLAN, TYPICAL p M y ON PLAN, TYPICAL #4 BARS / ON PLAN, TYPICAL #3 SUPPORT STAKES VAPOR @ 17 O.C. #3 SUPPORT STAKE ��// RETARDER SEE PLAN FOR EACH WAY O UNDISTURBED 'BS' STRAND TYPICAL F.P. DIMENSIONS SOIL GRADE ANCHOR ' 2- #4 BARS VERTICALLY D ETAI L "A" D ETAI L "Al " SPACED @ 12' O.C. AS SLAB FORM OARD REQUIRED PER BEAM DETAIL "E" M DEPTH - '.• CHAIR 1 NOTE: R IS IMPORTANT TO USE THIS DETAIL ) 1° ✓ i WHEN THERE IS A 4' OR LESS SLOPE IN THE BRICKLEDGE WHEN #4 VERTICAL ✓ APPLICABLE SUPPORTS @ 48' FOUNDATION FOOT PRINT AREA INSURE THAT SETTLEMENT DOES NOT OCCUR. THE Y 1- #4 BACKUP BAR O.C. BOTTOM OF THE PERIMETER BEAM MUST ¢ Za oU . . STANDARD DEEPEN`PENETFATEUNDISTURBEDSOILAMINOFI2� CJZ TIEWRE `CHAIR .. � ... BEAM DETAIL �'° CHAIR CHAIR CHAIR BEAM THAN 54' i SLAB STRANDS SLAB STRANDS a• WHERE APPLICABLE NDS CHAIR LAYOUT WHERE APPLICABLE WHERE APPLICABLE I ..' ,.. I •� I' 2- #5 BARS . i N #4 BARS @ 12'BEAM STRAND O.C.E.W. #4 BAR WHERE BEAM STRAND DRAPE BEAM SLAB STRANDS • APPLICABLE WHERE APPLICABLE ; • -" STRAND _ d SHEATHING CUT BACK BEHIND ANCHOR M #3 SUPPORT STAKE WHEN INDICATED R(CARE SHOULD p H #3 SUPPORT STAKE N : s ', M V) ON PLAN, TYPICAL. - ENSURE SHEATHING DOES NOT O yl Era CHAIR •� PROTRUDE INTO THE ANCHOR) DETAIL "B" DETAIL "B1" j '6sbMAX I STANDARD F GPGP BRICKLEDGE WHEN v DETAIL "G° DROP DETAIL ` '`' I WOOD BEAM BRICKLEDGE WHEN ,� FORM APPLICABLE ,ppGf( APPLICABLE C'5ly;i EXCAVATION ' np G�"GPG�"QPnGN�- BRICKU:DGEWFIEN BRICKLEDGE TENDON INSTALLATION 11, APPLICABLE WHEN APPLICABLE z 1-#4BACKUPBAR AT STRESSING -END 4-#4 BARS @ 12' O.C.E.W. � to lA 1- #4 BACK UP BAR SLAB STRAND CHAIR T CHAIR a#, it ; CHAIR r POCKET TOP OF I ,I�; - _ FORMER SLAB STRANDS TOP OF SLAB STRANDS "�, 16' (12' MIN.) WHERE APPLICABI-E GRADE :e..: WHERE APPLICABLE Z :: SLAB STRANDSWHEREAPPLICABLE_ •� . . DRAPE BEAM STRAND : , • ; 2- #5 BARS 'A — CHAIR WHEN INDICATED° r . #4 BARS @ 17 M ON PLAN, TYPICAL DRAPE BEAM c} _ O.C.E.W. I g SLAB STRAND CUT PLASTIC p STRAND TOPOF - DRAPE BEAM = B HERE M VI p WHEN INDICATED GRADE D' WOOD ON PLAN, TYPICAL _ STRAND 3'-MAX •W BEAM STRAND EXCAVATION FORM WHEN INDICATED L AS SPECIFIED Ilk, m M ON PLAN, TYPICAL 1-#4 FOR L=14'OR LESS DETAIL "C" DETAIL "C 1 " g� �' 2- #4 FOR L = 15' To 2T COMPLETED v d NOTE: DETAIL "F° 3- #4 FOR L = 26'TO 36 CAN BE � STRESSING -END INSTALLATION DETAIL "F„ SUBSTITUTED BRICKLEDGE DETAI L "F1" WHEN FOR DETAIL "Fi". APPLCABLE 6 STRAND AS a} TyP• ✓ �. BRICKLEDGE WHEN SHOWN ON PLAN 1 'MIN. APPLICABLE PLASTIC Tn FIXED END SHEATHING 1- #4 BACKUP BAR - ANCHOR CHAIR STRAND � 3#. � m CUSHION CHAIR p SAND, TYP. J CHAIR 10 -12' TOP OF POST -TENSION STRANDS SLAB WHERE STRANDS , • 1 SLAB STRANDS SHEATHING GRADE WHEN INDICATED s T' ON PLAN, TYPICAL WHERE APPLICABLE A'BS20d NAIL STIRRUPS #4 BARS @ 12 SH STRAND AS (MIN.) STIRRUPS 2 x D TYPICAL SHOWN ON PLAN WHEN SPECIFIED WHEN SPECIFIED - o.c.E.w. FIXED -END (DEAD-END) M N DRAPE BEAM #3 STAKES AS REQUIRED PECIFI D N THE BEAM, LWOOD INSTALLATION p M p ✓' STRAND TO MAINTAIN A 3' TIE'BS' STRANDS TOGETHER �FORM 3• #4 BARS 3- #4 BARS WHEN INDICATED CLEARANCE FROM THE AND INSTALL SIDE BY SIDE TOP VIEW TOP & BOTTOM. TOP & BOTTOM. p M J) ON PLAN, TYPICAL BOTTOM OF THE BEAM AS A SINGLE 'BS'STRAND. 54' MAX. SPACING INSTALL ANCHORS SIDE BY SIDE SEE"2-BS' DETAIL DETAIL D DETAIL H DETAIL M BEAM STRAND" II II II 11 11 11 BS" DETAIL STANDARD DETAILS 6" Lo zoI S35� +1 09 S35 w a S35 co S54 2-BS55 S54 S54 BS55 S54 +I v ' S54 AO--- cn BS55 a S54 cn rn S54 S54 2-BS55 S54 S54 BS26 R col 2 SPACES 4 SPACES @ 3'-11" ± 1, @ 3'-0" ± 1,3 SPACES @ 3'-5" ± L 5 SPACES @ 3'-10" Lo A c„ T T .- 3)l N NLO t-- Lo to mu) co co Cn Lo LID Lo 0 fA (1)7 N fn Cn fA m Cn CCOA u(o)(O m OIOLOLOdld 6" DIAGONAL: 7W-1 3/4" II I II w I I I o in I I I Tu) cp �dp'cn N (n VJ m II --------J L - ---_ II - --� I L--------- II II II I II II II I T ii ii ii � DROP aj I II I I II I 3- 4 BARS I II I 1 II I I I I I I -8" TYP. 1 ---------� I------_ ---J L - - - - - - - - - J L- - - - - - - J L--------� -------- II II I II I II 11'-4" III 10'-11" II III II 10'-4" III II 9'-6" III _, 9'-11" I 1 I I I II --------J L------_ II ---J L- --- --J L----- -i L--------i � II r----- ---� II �- ---- --� II �- DROP ---� II �----_� I II II II Q I II II I II II II II a II I I I II b II II o II I II II II N II I II �_ -- -J L----- II ---J II L------ --J II L-------- J I L-- -�j -------- r--- r_ ---� II --------�r 11 ---------i II r -- -----, II II 11 B1 11 11 1 1 I I I I I I I I I I 1 I I II I I DROP 1 II 1 1 II 1 1 1 - -- -J -- L-- S38 S39 - L1:: -BS40 _ _ _ _ Al N A) (F • E u A rn uo NOTES: . 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WH FOUNDATION SITE CONTAINS FILL (MAX. 3' 0'), THE DEEP BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. FOR SITES WHERE FILL IS GREATER THAN 3'4', PLEASE CONTACT AGTM ENGINEERING LLC TO INCORPORATE P14&S INTO THE DESIGN. 2. 3000 PSI, CONCRETE SLAB. .` 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS RECOMMENDED. 4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH SLAB AREA. 5. ALL STRANDS 1/2" DIA. - 270 K. 8. THIS FOUNDATION DESIGN IS CONSIDERED INVALID UNLESS ACCOMPANIED BY A LETTER FROM AGTM ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC LOT & BLOCK, OR ADDRESS. 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS DISCRETION. 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY OWNER/GENERAL CONTRACTOR. 8. AT CONTRACTORS OPTION, LIVE END AND DEAD END REVERSAL IS PERMITTED. 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. a NAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE THE FOUNDATION SHALL BE 8" BELOW THE TOP OF NDATION AND SLOPE AWAY FROM THETION A MINIMUM OF 3" IN 5'-0". 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING CABLE STRESSING. 13, THE FOLLOWING SYMBOL INDICATES DROP IN a FOUNDATION. THE AMOUNT OF DROP AND EXACT 0 LOCATION IS TO BE DETERMINED BY PLAN OR AS DIRECTED BY OWNER/CONTRACTOR. FOUNDATION: 1. THICKNESS 2. BEAM WIDTH 3. BEAM DEPTH 4. AREA 5. EST. CONCRETE CAUTION: IN THE EVENTTHATACABLE PASSES THROUGH A PLUMBING OPENING, MOVE CABLE TO EDGE OF OPENING. CABLE SPACING CAN BE ADJUSTED, BUT IN NO EVENT CAN CABLES PACING BE GREATER THAN 60O.C. T= 4" W= 10" D= 28" = 2546 SQ. FT. = 83 YRDS. 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L:� .BLOCKS, TOP PLATE, AND BEHIND THE HTT18 HOLDDOWN D o 0 0 0 04 0 0c • 0 0 0 0 0 0 9 0 o o 0 e i HTT18 ] 5/8" TITAN ANCHOR BOLT MIN. EMBED. FRONT VIEW " TYP.JDEPTH - 2 PLAN VIEW GP 'DOOR CORN E ► OPE BRICK AND IORTAR AROUND TT18 BRACKET YP. 9 MLOLOdM9 f .STRUCTU-1 6HEATHINO 4_0'PB. •••♦ i♦♦ �/.��fj• f W n REAR � • Gi) C a: wwa 1� (4• �i � z4 �6 • ♦ / J ---------------------------- {L 4' 0°�(L "( ••. •' i - - - - - - - - - - - - - - - - - - - ------------ 'I 1 ..1, ••y: :•• O •� a °� �Y Ia � TYP. TYR TYP. vJ cOp RIGHT � LU LYP LESS THAN 25-0° LESS THAN 25-01 LESS THAN 12W LEFT �od SECOND Z O w rZ r H o �J 0 asp" STORY o OU �crO RIGHT ELEVATION + �a J I Cr)0 <Yo co QZNoz 40" 40" LU F-Z Z�Z Wm z cc U= W g Y F, 0 FRONT LU Q a m N ---- g . Z 0 3/S;STRUCTURALIII kSHEAT. l. m U J J \ 4'-0° 4'-C)" J O m U ° = T o REAR co T 52'-0" O O REAR ELEVATION m "a W a O V �' 3/B;STRUCTURAL m SHEATHING FIRST O LEFT STORY RIGHT _ d m p Q ---- - - �' - - - - z +�{ U o w D m J E J w 8 > rn CL 4'-0" 4'-0" 4'-a' Q TYP. TYP. TYP. a FRONT Z, ', SEE REVERSE '-O SIDE FOR..�ETAILS . C Q n N UC) LESS THAN 1, S LESS THAN 26- 4-O" '� LLUU ?� rn 45 8° C W - bui �LEFT ELEVATION----------, - Q Q W