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HomeMy WebLinkAboutRES2007-02305, 07-2306PREPARED 3/31/08, 8:09:00 INSPECTION TICKET PAGE 4 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/28/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 913 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER . . PHONE PARCEL . . 230100-0309-0320 APPL NUMBER: 07-00002305 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 9/26/07 DS BLDG, FOUNDATION -SLAB TIME: 17:00 9/26/07 AP September 25, 2007 3:29:14 PM glsouth. wed. afternoon B120 01 10/08/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00 10/08/07 AP B115 01 11/02/07 OC BLDG, FRAMING TIME: 17:00 11/02/07 AP November 2, 2007 11:05:40 AM kwolfe. B130 01 11/09/07 RH BLDG, INSULATION TIME: 17:00 11/09/07 AP November 9, 2007 10:44:04 AM acarter. B125 01 3/,2 /008 A BLDG, FINAL TIME: 17:00 3 k OC March 28, 2008 2:26:09 PM glsouth. -------------------------------------- COMMENTS AND NOTES -------------------------------------- r � �r r, ��,�;or I s , ns�al1ecQ �� Date: 3/31 /2008 Inspection Comments for Final, Permit Year: 7 permit Number: 230` Address: 913 DOVE LANDING AVE Type Inspection Type Code status Inspection Result Comments Description P125 PLBG, FINAL IC January 22, 2008 4:49:38 PM kwolfe. Page 1 Jan 08 08 11:00a Cch - B/cs 979 690 3823 p.4 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT .. u, •�, - CLASSIC CENTURY HOMES 913 DOVE LANDING 2076 Percentage of Termticide(s) to be appligi at this location: 0,06% 6 GAL. Tyne of Treatment: Full Partial XX Vertical, HorizontallPerimeter Beam XX 1•- .ri- .. A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY rNFORMATION (IF ANY) INCLUDING AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE. TREAT FOR TERMITE INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITEINFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDITIONS THAT COULD DEVELOP AS A RESULT OF THE OWNER'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED. Charges for pre -treat: SEE ATTACHED SKETCH BUILDERS SUPPLIES SKETCW PLAN '$224.73 NOTES: Annual re-newal: $125.00 32129 PT 9126/2007 Ca or Teohindan SPC8 luense 0 32129 PT SEP-06-2007 THU 04:42 PM —� P.016 SURVEY , PLAT a1 - This is to certify that I have, this date, made an on the ground survey of the property located on 913 Dove Landing Avenue in the City of College Station. Texas. described as follows: Lot 32. Block 9, of Dove Crossing Subdivision, Phases 3 do 4, an addition to the City of College Station, Brazos County. Texas, according to the map or plat therof recorded in Volume 8130, Page 258, of the Plot Records of Brazos County. Texas. Cb M I - L M." 2 5 W, �A '0v0 Af Cb fPop W PALL vafr �fa0. via 20 NOTES: 1. IRF — IRON ROD FOUND 2. IRS — IRON ROD SET 3. Basis of Bearing — Subject Plat 4. C.M. 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Boa B BUENA TIERRA GROUP �B "� °'-� T 817299MM a C0r?3M.'lII�iG • NAMGNIa Mr a" °W0/� 400 SOUTH INDUSTRIAL BLVD., SURE 228 (817) 354-1445 �' 3' G EULESS. TEX0 76040 (817) 354-1451 1A WF0956792 / 001 City of College Station PAGE 1 REQ. DATE: 08/17/07 08/17/07 15:08:52 LOCATION: 913 DOVE LANDING AVE LOC ID: 209222 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: 08/17/07 SCHED COMPLETION: 08/17/07 ******************************************************************************** JOB ORDER RESULT COMMENTS (4/1/2008) Gina Southerland -Re: Calling for C.O @ 913 Dove Landing Ave Page 1 i From: Joe Garcia To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Kim W... Date: 4/1/2008 9:35 AM Subject: Re: Calling for C.O. @ 913 Dove Landing Ave THIS ONE IS OK FOR CO. JMG >>> Gina Southerland 03/31/08 1:00 PM >>> BP# 07-2305 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.csbc.gov BUILDING PERMIT. CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STA'2'rM\T,4 TX 77840 PHONE: (979)764-3570 FAX-: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 07-00002305 Date 8/17/07 Application pin number . . . 731555 Property Address . . . . . . 913 DOVE LANDING AVE Property ID: 230100-0309-0320 R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . DOVE CROSSING PH 3 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 105732 Owner Contractor ------------------------ ------------------------ CLASSIC CENTURY HOMES 5001 HWY 287 S ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID N/A FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 1602.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 SEWER TYPE PUBLIC TAZ 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 519942 Permit Fee . . . . 478.00 Plan Check Fee .00 Issue Date 8/17/07 Valuation . . . . 105732 Expiration Date 2/13/08 Qty Unit Charge Per Extension BASE FEE 460.00 6.00 3.0000 THOU BLDG, VAL 100001-500000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Bracing and Foundation ---------------------------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: 9 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 Application Number . . . . . 07-00002305 Application pin number . . . 731555 Page 2 Date 8/17/07 Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) 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. 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 TOP PLATE AND HEADER PENETRATIONS SEALED 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 BUILDING DEPT REPRESENTATI.VE: 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 3 Application Number . . . . . 07-00002305 Date 8/17/07 Application pin number . . . 731555 ---------------------------------------------------------------------------- Special Notes and Comments 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 glazing area that exceeds 150 of the gross area of exterior walls, R-8 duct 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 BUILDING DEPT REPRESENTA APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STA'rION,'TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002305 Application pin number . . . 731555 Special Notes and Comments Page 4 Date 8/17/07 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 20% 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. 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 RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC 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" WATER TAP 3/4" 350.00 400.00 Fee summary Charged Paid Credited Due BUILDING DEPT REPRESENTATI 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 ---------------------------------------------------------------------------- Application Number Application pin number . . . Permit Fee Total 478.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1228.00 07-00002305 731555 478.00 .00 750.00 1228.00 .00 .00 .00 .00 Page 5 Date 8/17/07 .00 .00 .00 .00 ---------------------------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS 'AVE ' COLLEGE STATION, TX 77840 PHONE: (979)764-13570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002306 Date 8/17/07 Application pin number . . . 560594 Property Address . . . . . . 913 DOVE LANDING AVE Property ID: 230100-0309-0320 R #• Application type description TEMP POLE Subdivision Name . . . . . . DOVE CROSSING PH 3 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CLASSIC CENTURY HOMES 5001 HWY 287 S ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number 519959 Permit Fee 20.00 Issue Date 8/17/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 20.00 20.00 .00 .00 Grand Total 20.00 20.00 .00 .00 ---------------------------------------------------------------------------- BUILDING DEPT REPRESENPATIVE: APPLICANT: JUr?; ZU U/ UL:U4p ucn - is/cs yia oyu 13ozo p.z Crnr oPut;GE SoE,i R"4j' k.'Dil�jopyyc'1iie'Nlaa APPLICATION FOR F3l1fLDIfVG PERMIToaTF:yU 1101 TEXAS AVENUE COLLEGE STATION, TX 77040 APPLICATIONN (979) 764-357o (079) 704-3496 FAX TEMP POLE O YW'YW.CSTX.GOV r-_ ADORES S/LOCATION:_`11-:2 U E LAKjbjkYj LOT—3-L/BLOCK V/SUBDIVISION-b oIjC ��.rjlll�c� . ,I SEC/PH� BUSINESS/OWNER NAME: PHON:r m'a -� CONTRACTOR/HOMEOWNER:01--4S5((- l_.",'k)TL)kt.I Mr- PHONE: (--�43; (01 CONTACT PERSON FOR REVIEW COMMENTS: {J(RIS PHONE:y�� FAX:Q�(OQD'3QG.,� EMAIL: ELECTRICIAN. HVAC: PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Surrey) NEW CONSTRUCTIONSLAB ONLY DUPLEX (Landscape Plans) REMODELJRENOVATION` SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: �S/� Z6//-- 2 0/!= y Ae_ ,5, ,�T,,qL„ PROPOSED USE: — /� /12 20A), Sr1aAG724AJ HOMEOWNERASSOCIATION/ARCHrrEOTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: yCs TEXAS ACCESSIBILITY STANDARD AS) PROJECT REGISTRATIOiN# EABP13J� )/A VALUATION: $ 1 M-7-e� TOTAL AREA ZHEATED AREA: O2 (Cost o1 Labor and aknals) Z PUBLIC SEWER SEPTIC%fREATMENT SYSTEM Rr SEWER TAP: It _ L XWATER TaP: OTHER TAP: S ¢E TEMP POLE S 2E GARAGE TYPE: SINGLE ED ATTACHED Nei SIGNATURE OF APPLICANT: NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE [::] TRIPLE DETACHED 57 CARPORT 'If proposed work involves new comma ial on facade provements/renevalions io an existing commercial property. building elevations are required. ••o�eaeeer��seaaeaaaaeaeeeesaoe000aaaaaao�aae♦+���a�ae♦e��e• Official Use Only --0- - Plans Examiner T14c:vv� ►�4-��c�'� Zoning Official CO menta: or No Fire Marshall -�j• r,*�.�.� Bra-�/L��� Uw�fi �. Jun 1U Of U'L:Ubp r 1 111. U01 - is/cs 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 Termiticide Treatment (Soil Treatment) Q Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Baniers ❑ Other *Verification of Application shall be submits to the City of College Station Building Department prior to issuance of the Certifcate of Occupancy. a 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# O rl _ a30lb— DATE: 9-6-0-7 BUILDING ADDRESS: q13 Avlle- L#UAII" Alle-1 I. Foundation Requirements- Minimum City Foundation Standards NACW 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 IWOK 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 4MOK 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans N 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 plan 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 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. III. Stairway Requirements OK NVOK A. Stairway Details OK 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 j I 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 K 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: NAr 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 N 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 K 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 N Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NMOK 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 NA/ Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed K "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER R-7, --0--? 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 Bilk Subdivision Address City County State 32 9 Dove Crossing 913 Dove Landing Av. 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. 1500 psf 52 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 (BRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647 PTF0707020 Is OFF° • . ......... I........... W99 s 45. NAL 71612007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com 55.15' 10' P.U.E — — — — — — — — — — — — 20' BL cn I I I I — — — — I I I I ONE STORY .a SINGLE FAMILY a� A BRICK RESIDENC 9 v� PLAN # 1602 rn kn 40'-011 7'-6" 7'-7 13/16" I - 18' CONC_ - I - J C DRIVEWAY o N 5' P.U.E 55.15' Z5' BL 913 DOVE LANDING AVENUE LOT 32, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 848 SQ/FT GRASS 186 YARDS 15, 55.15' 10' P.U.E r ONE STORY SINGLE FAMILY BRICK RESIDENCE PLAN # 1602 40'-0" 7'-6" 7'-7 13/16" 1§SONC. - DRIVEWAY N 5' P.U.E 55.15' 913 DOVE LANDING AVENUE LOT 32, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 848 SQ/FT GRASS 186 YARDS BRICK QUOINS W V PROJECTION PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED ROWLOCK TO SURROUND WINDOWS to co LO PLAN # ADDRESS LOT BLK NOTE: 1) SHADED WALLS TO 2" x 6" FOR PLUMBIL 2) ALL HEADER HEIGHTS TO BE 6-10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED 12' 7" 40' 0" 13' 11" 1602 913 DOVE LANDING AV. 32 13' 6" 10' 2" Century Homes 3' 4" & ess SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION SUBDIVISION DOVE CROSSING 40' 0" 12' 7" 13' 11 " 13' 6" ® 10' 2" L 3' 4" J'0'x6'0' TO x6'0• L-czp�e:�, zo N cr Q a iv BDRM 3 f 8' cLG REF DINING M �O 9' CLG " KITCHEN - 8' CLG � ra 6' 0• EH o b N - V' LIN O n � - ih ------ g�--�------' , 2' S„ rs N N — — ——— I b - °D " ill ® Cn FAMILY 9' CLG- co I I 1 I r p• zo 2rti 7 8' Ln - 00 ao - iD 8' 4" 3' 8" vzo v �! Ln _ b lA BDRM -2 W D ra ra 8' CLG l'J ENTRY 5, 5' 9' C b � r s WH O G I I i sexaArnc i I I O ` ACCESS I , 0 I MSTR SUITE I 10 17' 7" 2' 1 8' C G I 8' - 9' CLG o I I GARAGE 8'CLG io FOOTAGE b N LIVING 1602 CD - --- - - - --� PORCH 69 b GARAGE 405 TOTAL 2076. CD N Cl COPYRIGHT 1998 L3'0" 9' 6" 3' 0" 15' 6" FRED BURRIS 01. 16, 0• 20' 6" 19' 6" 40' 0" PLAN # 1602 lassic ADDRESS 913 DOVE LANDING AV. LOT 32 Century BLK 9 Homes suBD�vis�oN . DOVE CROSSING ".•"'""."�.�"""",.°. SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION w Q J RIGHT ELEVATION MIN. 12 � z 0 rn ROOF AS SELECTED @ 6:12 II II BRICK 11 LEFT ELEVATION z 0 12 e� ROOF AS SELECTED @ 6:12 Es REAR ELEVATION 8' 1 1 /4" PLATE 1\ NOTE ROOF DETAIL 12 50 80 PLAN # 1602 lassic Century Homes ADDRESS 913 DOVE LANDING AV LOT 32 BLK 9 SUBDIVISION DOVE CROSSING ^��'°�°°�•�°��^�•� �°° ❑� w g co 8' 1 1/4" PLATE ;1) Foundation anchor bolts at 6'0" o.c. as per 2000 IRC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R301.2(4) 2000 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners to be hot dipped galv. steel, stainless steel, silicon bronze or coper only as per sec. R323.3 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 sec. R703.7.6. SIDING TO BE ALL TEMPLE BRAND HARD BOARD BDRM 3 8'_LG 0 0RM 2 8! CLG Q --------------------------------- DINING 9' CLG FAMILY 9' CLG di ENTRY 1 9' CLG i 64x11Arnc t' 8' CLG ¢ GARAGE s 8' ('LG COPYRIGHT 1998 FRED BURRIS 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. PLAN # 1602 ADDRESS LOT BLK . SUBDIVISION i A I I Y I I I O MSTN SUITE I I o 8' - 9';%CLG I I I I I BLOCK & WIRE FOR FAN ONLY Jo CAL PLAN 1a5510 Century Homes /44-o¢ Access SNLNOIES la'SHEA011N0 cmmnTnal$AIR VEI.i BAFFIFSHH'O.0 'V0.aMAmt MKALRW85YRF8L INDT AT0.1piE-TO BEIN'YTAUFD 50TXAT 2nslTIOaQ l6-a.. W'ia0 SUM4x1x AR rAA' 6 xVTRF5r0.1E'IFD Pn BAR DEUTATPM 1RI1St5PANm MU TNIW.mS54 In' GYPSUM 80MD m BE OETE0.xmdED aY ENGMEFA xON. ix3MrlEA3 @ H'O.E INRalonmuxc rxux i ix4eorroM rule Irrttw•LxwsxuTxn4e i xcvrs i BAIT WSUTAT8x4 fUR H'uiRWx n of aTAnrzatlurruuLxlNc Mo+. " etoaTr D4svuT lox TYHCAL ix. axna ezraPxn anLL yr sxEtT0.0('x 4' iAre aYlll _ Sx4TN MTFS METAL BBxXTDS iASM I' AIX SPACE rix4 TOP MTIS ImaxEAnm+c AIABA0.1UE0. U-rXCP TOD.Us1K IYPICALrx4aRIMEBTERJUWALEWAU L45Tuo` Iva, wRII00.401TT SOreIT WIE4UALLYSPACm vFN1S rFACEealm In GATT D31Mlp8i IPTDYEM EYFBYIxDR0.1CR MaTALUICTn3 l 1?SffELT0.00: ATSVITIN prD.e :•AIRSPACE lm sln:AIHLNG AR RA80.1iA Sn 0.nuaArr r TT 11IIULATION VISHELMOm TYHGM. rx490.1rTI ExTEPMP WALL MICAL 44BMCII WER10R WALL MET Act TIEt MaTALUTMIl c AIX 71, xP SHEATIOIVG ['AIXVACT. Il ARBAR8D1 Ata eAkuta h4SN03mIA mstun @ 0.0 GATT INSUUTWN �1 S+UIo hIUTr u.Ot RO aA1TD31MipN ?RIfEETRO(% �A% ISSNFiTROIX IBDLTWO.f MAIL AA(2 `_ 2 IBOLTyrac MAR. ix4 ROR0M MTE tAE1TFD V�f�'I�'E WIL 1848MEOY MIEIAF:I ',• 'I AIL EL,R MMi?6xY6TxKYNEfTES, � � 4 • •:^•� nu sure oDmmuNs n41mTaEc al � : `1 4N]MT18lTlILYf lUel0tlt9A0NFLeY � ,`� ,� ♦8D4pg8E1fAaxirneE ual!&WrRLaY TYPICAL ROOF , . a • ' a a f, SHINGLES a6aeZ -w4 TOP VIEW a�<� „4 in' PLYWOOD bHEATHING c/W '14" CLIPS MIN. 7"X6" RAFTERS o 24' o... BAIT INSULATION CHIMNEY CAP CONTINUOUS AIR VENT BAFFLES a24. O.C. ROOF PITC END AT RIDGE TO BE INSTALLED 50 THAT AIR FLOW IS NOT I (OVERHAN LUECHIMNEY RESTRICTED MAX. DECKING 2X4 BAND I I CAP 2X4 BAND 2X4 FRAM G WOOD FASCIA MEMBER ' — 2'- 4„ — 2X4 FRAMING MEMBER SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK SIDE VIEW OSB -- I' AIR SPACE In. SHEATHING 2'R4' STUDS o 16" BATT INSULATION CITY OF LOCKHART SIDING in, SHEETROCK TYPICAL ROOF OVERHANG DETAIL TYPICAL WALL DETAILS NOTE: 1) Foundation anchor bolts, at 67 o.c. as per 20001RC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R3011(4) 2003 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners to be hot dipped gals•. steel, stainless steel, silicon bronze or toper only as per sec. R323.3 4) Provide hand Tails 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) Masonry veneer anchorage of 24" horizontal and 18" vertical as se N per ace. R703.7.4.1 and weep holes at a maximumf o33" o.c. as per HANDRAIL I IH' MIN. sec. R703.7.6. •.."••••. TO ve• MAx. S= .............It ------------------------------ w y 00 X N. TREA xm �{ i U Q `� 00 F Z e k STAIR DETAIL IRC 2003 SM HE RESHALL REIMRNENDSTO OT PASSTxeU 4" wALLOR PfIST fu 0 18" FLOOR SYSTEM D (3)2xl2 STRINGERS F 5/8" TYPE DRYWALL x UNDER STAIR STRINGERS U HANDRAIL @ 34"-38" MAX. FIRST FLOOR lassie Century Homes Making Nome 0—cmh p Affordable lassie Century Homes Making Nome 0—cmh p Affordable Area Calculator: Window Name Mimi won M Commentsi Description ©� I . .. per■ ■ © . Window Area Total: 153.14 1/1 Area Calculator: Door Name front... Assembly Type .. oEm■� ■ . „ ... ©�■� Description ... door MIN■����� �ME M■�■ EIMEN ME IM ' �M■ IMINE �M■ MINE IM ME MIN ME MINE MINE IN ■�■ IM�� m� �M■ MISMINISME MINNIN ' �M■�■����� ®I �M■ ■M ME ®� ��■I■� WIN �MMINIME M■�■■I INSMEMSEEEMgm IN ®I Door Area Total: 55.56 1/1 3" GRID PATTERN 8d COMMON NAILS TO HEADER 3 BOTTOM PLATE TYPICAL Y\ 5/8' ANCHOR BOLT EMBEDDED 7" MIN. TYPICAL FRONT VIEW SIMPSON LSTA21 OR CS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF, SHEATHING) TYPICAL BOTH SIDES '16" MIN.' OF OPENING. Cm.'O'LEAR SPA14 16' '16" MIN.' HEADER (BETWEEN 6TO 1 ') ee a ee • T� T • ee • ee F D, 2- SIMPSON H1716 EACH SIDE - TYPICAL F 1-STORY - 1= 6" M I N TOP PLATE TO HEADER - 2 ROWS OF 16d SINKERS, 311O.C. 3" O.C. NAILING IN ALL FRAMING -STUDS, BLOCKS, TOP PLATE, AND BEHIND THE STHD10 HOLDDOWN A 1 X 4 LET -IN BRACE MAY BE SUBSTRUTED FOR 4'-W PANEL FRONT ELEVATION LEFT ELEVATION REAR ELEVATION 5'-0° MIN. """ "'"" 5'4Y MIN. BOTTOM PUITE AND TYP. INTERVENIN09TUDS:TYP: TYR / a 2' 6 TYP. ' 2t6° 2'-6" TYP LESS THAN 25'-0° LESS THAN 26-0° LTYp- RIGHT ELEVATION OZOLOLOdMB .a; z ✓. Q `b •. •co • � dWJd1,ZZ_ ••.. : •• W � 8 o d cn 7 W " z ~ W2 m 0 2 I-- `� v Q O N �Q� (- >- � ° J =� ,. O w00 cooz� o Q z o Z< oo0 D �LJ.I�~z z Z�Wm U = z w Us�U- Z 0,oz gY 0o Q U) N c/) c0 LU C.9 m U ° o LIJ J 0 m U O 3 r = r o W CID 0 a m ui 0 O U m 0 d m Q IC co } � ~ Z O BUJ Q J m 1 J W E CL c tgi E Z ^ 0 N N C W ?: �W w a Q W BRICKLEDGE WHEN APPLICABLE 12 # 3 REBAR WITH 2'-0' 6 3 . BRICKLEDGE WHEN r BENT (D 45° TYP. Q i�' BRICKLEDGE WHEN '" APPLICABLE 6 ALL CORNERS 3#' APPLICABLE I SLAB STRAND i''' o.~ '• CHAIR WHERE APPLICABLE - ` CHAIR rD 3 t� T� CUSHION L — — _ _ _ — _ _ CHAIR L °Z-BS" DETAIL CUSHION O _ ,I�. SAND, TYP. i m _ ' CUSHION SIN SAND, TYP. TOP OF(• - POST -TENSION STRANDS m ¢O y .'.�: SAND, TYP. . 6' , 6' a `'S° STRAND TOPOF ',j" POST -TENSION STRANDS GRADE WHEN INDICATED i5 III GRADE I- WHEN INDICATED, ON PLAN, TYPICAL. a I�- II TOP OF •1 POST -TENSION STRANDS ANCHOR �✓ - .I .:' % ON PLAN, TYPICAL 2- #5 BARS ¢ m �' ° d GRADE ":. II WHEN INDICATED L 0 0 w g •'•P ; -•°.• •. '•r —II CHAIR ,�r!I': `•ON PLAN. TYPICAL /-DRAPE BEAM STRAND (DRAPE BEAM STRAND O DRAPE BEAM STRAND ' I_ :� TI M' / WHEN INDICATED WHEN INDICATED I I. : _ WHEN INDICATED ON PLAN, TYPICAL ° ON PLAN, TYPICAL #4 BARS ;A ON PLAN, TYPICAL n � L� / -. y! O p 43 SUPPORT STAKES VAPOR @ 12 O.C. #3 SUPPORT STAKE RETARDER SEE PLAN FOR EACH WAY % ° UNDSOIISTURBED ANCHOR AND TYPICAL F.P. DIME NSIONS°.' DETAIL "A" DETAIL "A1" (+ 2-#4BARS VERTICALLY SLAB qT FORM OARD SPACED @ 12' O.C. AS ST N REQUIRED PER BEAM D ETAI L "E" N DEPTH CHAIR NOTE: ITIS IMPORTANT TO USE THIS DETAIL ) "� . •f BRICKLEDGE WHEN #4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE 1 r APPLICABLE SUPPORTS @ Or THAT FOOT PRINT AREA TO INSURE THAT SETTLEMENT DOES NOT OCCUR, THE \ Y % •� 1- #4 BACK UP BAR 0 C BOTTOM OF THE PERIMETER BEAM MUST p5 STANDARD DEEPEN LPENETRATE UNDISTURBED SOIL AMIN OFI2' cHwR " BEAM DETAIL TIECHAIR �t i- CHAIR �--CHAIR , LESS THAN 54' Y / I SLAB STRANDS ° SLAB STRANDS '" •. .. A� SLAB STRANDS WHERE APPLICABLE WHERE APPLICABLE WHERE APPLICABLE CHAIR LAYOUT i s �✓ t ° 2- #5 BARS P N : #4 BARS @ 12 BEAM STRAND 1., .. O.C.E.W. #4 BAR WHERE BEAM STRAND APPLICABLE WHEREDRAPE BEAM SLAB STRANDS • ( #3 SUPPORT STAKE APPUCABLE I STRAND - SHEATHING CUT BACK BEHIND ANCHOR M I WHEN INDICATED �' (CARE SHOULD BETAKEN TO ° ° N #3 SUPPORT STAKE n i::MiflY Y( ON PLAN, TYPICAL CHAIR d ENSURE SHEATHING DOES NOT D I ,,.:.F. 3, PROTR U E INTO THE ANCHOR) DETAIL "B" DETAIL "131" 1:8 STANDARD WOOD BRICKLEDGE WHEN BRICKLEDGE WHEN v DETAIL "" DROP DETAIL -I' 1 FORM EXCAVATION 6, APPLICABLE odd, l�' APPLICABLE EXCAVATION _ G�"DV BRICKLEDGE WHEN BRICKLEDGE TENDON INSTALLATION 1 ' APPUCABLE WHEN APPLICABLE z 1-#40ACKUPBAR AT STRESSING -END g #4 BARS @ 120.C.E.W. y �.1:•" � SIN p m01 1- #4 BACK UP BAR SLAB STRAND CHAIR CHAIR CHAIRF- TOPOF POCKET �'°• :" FORMER GRADE SLAB STRANDS TOP OF SLAB STRANDS �I 16- (12- MIN.) •I WHEREAPPUSLAB STRANDS CABLE '0 WHERE APPLICABLE a: GRADE J I' •r o-"•, WHERE APPLICABLE Oc. • CHAIR DRAPE BEAM STRAND .: 2- #5 BARS .-..:.>..:. WHEN INDICATED 44 BARS @ 12 STAR STRAND - ON PLAN, TYPICAL —DRAPE BEAM 4�I- O.C.E.W. CUT PLASTIC ` °�STRAND TOP OF 1 DRAPE BEAM - �= T'+ BEAM HERE ° N ° 1' ON PLAN,WHEN TYPICAL Y ICAL GRADE '•I.' :-.: .. WHEN INDICATED 3'-0' MAX .. W BEAM STRAND EXCAVATION FORM ° YJ AS SPECIFIED ;n T ON PLAN, TYPICAL. AR 1- #4 FOR L = 14. OR LESS DETAIL "C" DETAIL "C1" ° 2-#4FOR L=15'TO36' COMPLETED ,� NOTE: DETAIL°F° 3-#4FORL=2ET036' STRESSING -END INSTALLATION CAN BE BRICKLEDGE WHEN DETAIL "F„ SUBSTITUTED DETAIL TV FOR DETAIL"Fi". APPLICABLE 'S' STRAND AS 3 " r BRICKLEDGE APPLICABLE WHEN SHOWN ON PLAN 1i' MIN. r PLASTIC in FIXED -END SHEATHING 1-, #4 BACKUP BAR - ANCHOR CHAIR STRAND ,- .' �' 3#. N " ° CUSHION ' \ I ' � `CHAIR 1 ' SAND. TYP. +4 10' - 12 TOP OF POST -TENSION STRANDS SLAB STRANDS CHAIR' STRIP GRADE WHERE APPUCABLE WHEN INDICATED , I o �z SLAB STRANDS SHEATHING ON PLAN, TYPICAL _ WHERE APPLICABLE 20d NAIL STIRRUPS STIRRUPS - O C.E.W. BARS @ 12 I / 'BS' STRAND AS (MIN.) WHEN SPECIFIED WHEN SPECIFIED i, 2 X D TYPICAL L L SHOWN ON PLAN / FIXED -END (DEAD-END) LL WHEN (2)'BS° STRANDS ARE L N DRAPE BEAM #3 STAKES AS REQUIRED WOOD TOP VIEW H ' • SPECIFIED IN THE BEAM, 3• #4 BARS INSTALLATION STRAND TO MAINTAIN A 3' ° ✓+ � :.i•_:. ° FORM \ 3- #4 BARS WHEN INDICATED CLEARANCE FROM THE TIE'BS' STRANDS TOGETHER `- TOP & BOTTOM. �F> V� ON PLAN, TYPICAL AND INSTALL SIDE BY SIDE TOP BOTTOM. BOTTOM THE BEAM ° A.OP 154° MAX. SPACING AS A SINGLE °BS° STRAND. LE'INSTALL ANCHORS SIDE BY SIDE SEE'2-BS' DETAIL STANDARD DETAILS DETAIL "D" DETAIL "H" DETAIL "M" BEAM STRAND "BS" DETAIL 02:0LOLOdld NOTES: %0 m s 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDA fb •..•� �..�`�o ^ 6" 5 SPACES @ 3'-11" ± 5 SPACES @ 3'-11" ± 6�� ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUND .% : •.O o 0 MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL WHEN :• ; p �t! �:� ? m A FOUNDATION SITE CONTAIINS FILL (MAX. 3' 0'�, THE DEEP l� ' � LL 3 i a cr ato O O O N O BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. C ; : 'Q ; �� a a LID m O O 00 O CO 7 T_ .- In FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE fn Lo LC) Lo Cn Ln LID fn Lo it Ln c/) Lo Ln Cn m (n (n (n m (A (n m (n (n � m � cn m c CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS ~��'•.• •Q�1 J w o S42 INTO THE DESIGN. , S* ••� � co 2 w r - - - r - i - - - � UNDER - - - - - - 3. 4' OF CUSHION SAND DER CONCRETE SLAB IS . � a 2. 3000 PSI, CONCRETE SLAB. BS4317 I I I I I I I I I I I RECOMMENDED. 4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER S42 I I I I I BENEATH SLAB AREA. OZ I I I I I 11 1 5. ALL STRANDS 1/2" DIA. - 270 K U) 1 I I DROPT 11 1 1 1 8. THIS FOUNDATION DESIGN IS CONSIDERED INVALID (n co A S42 I __J L_ ______J L________J L_-______ I UNLESS ACCOMPANIEDBYALETTERFROMAGTM W r� z BS43 r - - - - - - - r - - - - - - - r - - - - - - - _ _ _ _ _ _ _ _ _ ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q 2 1 F 1 I I I I 1 r , LOT & BLOCK, OR ADDRESS. Li O co to I I I I I 11 I 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z= r� a p S42 I I = I I ` --J L-7 DISCRETION. � � O � � o L)<0 A I I I I I 1 I 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. N CO W z I I I I E I I SET FORMS, DROPS, HNDICAP RAMPS, ETC., BY O t- 0 Q S42 I I I I 1 I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY F.. N Z p • p Z ______ I L________J L_____J OWNER/GENERAL CONTRACTOR. Z z O Z 0 co :5 +I BS43--______- �_ __-_-_, r--_------, r--------, 8. AT CONTRACTORS OPTION, LIVE END AND DEAD END O W F- z ZpWm I I I _ I I I I 1 REVERSAL IS PERMITTED. V= Z W ON, BRICK LEDGE MAY BEQz Z (dj S42 I I I I I I I I INCLUDED OR OMITTED ATTIEXTERIOR OOR OPENINGS. Z U p F- ..] J O I I I I I I A W G7 Q U IZ m rn I- I I I I I I I I 1 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE c Q N U) a S42 1 I B I I AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF ~ J Z M W D- 1 I I I I I I - - - - J THE FOUNDATION AND SLOPE AWAY FROM THE BS43 L------- J L- ----- J U--------� L---- V V W r -- r- ------ r—-------I r---------I - FOUNDATIONAMINIMUMOF3"IN5'-0". -� S 42 I I _ I I I E9 O UO I „ 1 I „ I , „ I I „ I u) 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS Q. 0 10-3 1 9-10 1 9-9 1 10-2 ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE Ir I r 1 r I I ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED _ S42 I I I I I I I I TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING ru I I I o> I I I I I CABLE STRESSING. = r 0 N BS43 L________J L ______J L___ ___-J L___-__-_J 13. THE FOLLOWING SYMBOL INDICATES DROP IN O S42 FOUNDATION. THE AMOUNT OF DROP AND EXACT ° ti r--------1r-------- c O I I I _ I I DR I I I LOCATION IS TO BE DETERMINED BY PLAN OR AS Il- I DROP I I I I I I I DIRECTED BY OWNER/CONTRACTOR.*Q'l) O I II II II I LL S42 '' co 1 1 I I FOUNDATION: a (� I 1 1 1 10 1 1 3- #4 BARS 1 1. THICKNESS T= 4" I I I I I� I 6 -8 TYP. .. _____J L—_ -----_ I — ___ J----_--_J 2. BEAM WIDTH W= 10" p S 42 BS43 r---------1 f — — — — — — — — --I r --- ----1 3. BEAM DEPTH D= 33" O +I U I w 1 1 I 1 1 4. AREA = 2091 SO. FT. a II S23 I I I 1 I I �� 5. EST. CONCRETE = 78 YRDS. p Ua I I I I J L — I I I I —6. SOILS REPORT: u 8 CME TESTING AND i N w co 5 S23 1 1 1 1806 WELSH AVENUE, SUITE C Z W Q cn I I I I COLLEGE STATION, TEXAS 77840 `� cai a M S23 I _ J L _ _ _ - PROJECT NO.26116 `� BS24 DATED: OCTOBER 2, 2006 W 0 A o_ tO DIAGONAL: O - STEEL REQUIRED. SEE DETAILS (d � Q % � 40'-0" 69'-1 7/8" § '0 z r, n E. C p) W rn ^ w N THE EVENT THAT A CABLE UGH A PLUMBING OPENING, *CAUTION: VIBRATE ALL CABLE LIVE W TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. W Il i NG CAN BE ADJUSTED, BUTIN DENSITY CONCRETE, ESPECIALLY FN CABLE SPACING BE AREAS WHERE MULTIPLE STRANDS wN 54'O.C• COME TOGETHER