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HomeMy WebLinkAboutRES2007-02309, 07-23100 ,F 10 ram. 2wWA Ol - 23�0 SEP-06-2007 THU 04:41 PM S U R V E Y P L A T o P. 013 Q 7 — Z3 01 This is to certify that I have, this date, made an on the ground survey of the property located on 907 Dove Landing Avenue in the City of College Station. Texas, described as follows: Lot 35, Block 9. of Dove Crossing Subdivision, Phases 3 & 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 Plat Records of Brazos County, Texas. 70 s NOTES: 1. IRF - IRON ROD FOUND 2. IRS - IRON ROD SET 3. Basis of Bearing - Subject Plot 4. C.M. CONTROLUNG MONUMENT 8. -X- = WOOD FENCE Cb 0 . � N VOL. e,a% Po. We vow 9 � �• 70 7$ �Ir PPXZ _ WL b130. 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TEXAS 76040 (817) 354-1451 (F) oirasl sr: wa PREPARED 1/07/08, 12:07:01 INSPECTION TICKET PAGE 11 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 1/07/08 ------------------------------------------------------------------------------------------------ ADDRESS 907 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER . . PHONE PARCEL . . 230100-0309-0350 APPL NUMBER: 07-00002309 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------=----------------------------------------------------------------------------------------- B100 01 9/20/07 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 9/20/07 AP September 20, 2007 8:24:02 AM acarter. Form Survey Submitted Slab Ground Installed B1,20 01 10/08/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00 10/08/07 AP October 8, 2007 8:26:46 AM acarter. APA FRAMING B1115 01 10/22/07 RH BLDG, FRAMING TIME: 17:00 10/22/07 DP October 15, 2007 11:41:54 AM kwolfe. 10/22/2007 03:03 PM RH PDA Must have fireplace installed, so we can check for proper clearances. Tape seal all joints and holes on Green Guard. B115 02 10/29/07 RH BLDG, FRAMING TIME: 17:00 10/29/07 AP October 29, 2007 10:35:57 AM acarter. B130 01 11/01/07 RH BLDG, INSULATION TIME: 17:00 11/01/07 AP October 31, 2007 4:39:00 PM acarter. November 1, 2007 1:25:52 PM kwolfe. B125 01 1/07 08 I BLDG, FINAL TIME: 17:00 J�O off; Q C. January 7, 2008 11:06:29 AM kwolfe. ----------------------------------- CONTINUED ONTO NEXT PAGE --------------------------- - -- 'J_66; .v, - s ;/I.s (P CK "A /0 -1 0 0 t . 1 6) 1 0 Date: 1 /8/2008 Inspection Comments for Finals Permit Year: 7 Permit Number: 2309 Address: 907 DOVE LANDING AVE Insp. Type Inspection Type Code Description ' Insp. status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Form Survey Submitted B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed 6115 BLDG, FRAMING IC 10/22/2007 03:03 PM RH PDA 6115 BLDG, FRAMING IC Must have fireplace installed, so we can check for proper 6115 BLDG, FRAMING IC clearances. Tape seal all joints and holes on Green Guard. B130 BLDG, INSULATION IC November 1, 2007 1:25:52 PM kwolfe. M100 MECH, ROUGH IN IC 10/10/2007 03:32 PM RH PDA M100 MECH, ROUGH IN IC Connect exhaust ducts when fans are installed. P105 PLBG, TOP OUT IC 10/12/2007 04:13 PM DS PDA P105 PLBG, TOP OUT IC backfall on lav arm [hall bath] P125 PLBG, FINAL IC 12/17/2007 03:10 PM RH PDA P125 PLBG, FINAL IC All electric. Page 1 Jan 08 08 11:01a Cch - B/cs 979 690 3823 p.7 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT CLASSIC CENTURY HOMES Location to be Treated: 907 DOVE LANDING Approximate Measures tote Treated; 2331 Perce nJa a of Termticide(g) to be applied at this location: 0.06%178 GAL. Type of Treatment: Full Partial XX VerticalLX Horizontai/Perimeter Beam_XX_ Eounda�on: SLAB Siding: BRICK Primary Use: RESIDENCE Roof: COMPOSITION A LABEL FOR ANY OTHER PESTWME RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (IF ANY) RiCLU01NG AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPT IONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE- TREAT FORTERMRE INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITE INFESTATIONS 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: NOTES: Annual re-newal: SEE ATTACHED SKETCH BUILDERS SUPPLIES SKETCH/ PLAN $252.33 $125.00 32129 PT 9118/2007 Ca or Techindan SPCB license H 32129 PT WF0956795 / 001 City of College Station PAGE 1 a REQ. DATE: 08/17/07 08/17/07 15:10:42 LOCATION: 907 DOVE LANDING AVE LOC ID: 209216 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: r 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 COMENTS (1/8/2008) Gina Southerland Re: Calling for C.O @ 907 Dove Landing�Ave Page 1 From: Joe Garcia To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Kim W... Date: 1/8/2008 2:52 PM Subject: Re: Calling for C.O. @ 907 Dove Landing Ave ALL OK FOR CO. )MG >>> Gina Southerland 01/08/08 12:19 PM >>> BP# 07-2309 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.csbc.00v 3eiaa911Q1ej04a:7u1W% CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77R_4: PHONE: (979)764-3570 FAX: (979)r764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 07-00002309 Date 8/17/07 Application pin number . . . 994541 Property Address . . . . . . 907 DOVE LANDING AVE Property ID: 230100-0309-0350 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 NA FOUNDATION TYPE PUBLIC 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 SLAB TAZ 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 520007 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 ---------------------------------------------- I ------ ------.-------------- BUILDING DEPT REPRESENNTAT�IVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 r PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002309 Application pin number . . . 994541 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 INTERRUPTER(S) 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 ---------------------------------------------- IL ----- y---- 9-------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: I*ZWORiIN 4�[OWU01 050IVA 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 . . . . . 07-00002309 Date 8/17/07 Application pin number . . . 994541 ---------------------------------------------------------------------------- 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 15% 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 REPRESENT TIVE: 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 . . . . . 07-00002309 Application pin number . . . 994541 Page 4 Date 8/17/07 Special Notes and Comments 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 2001 A .40 OR LOWER FACTOR AND ABOVE 200 TO 3001 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 redited Due BUILDING DEPT REPRESENTA IVE: APPLICANT: 7`j . 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 07-00002309 994541 478.00 .00 750.00 1228.00 .00 .00 .00 .00 - ------------------------------------------------ --- BUILDING DEPT REPRESENTATIVE: _ 4! APPLICANT: Page 5 Date 8/17/07 .00 .00 .00 .00 --�--------- TEMPORARY POLE PERMIT ` CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002310 Date 8/17/07 Application pin number . . . 139190 Property Address . . . . . . 907 DOVE LANDING AVE Property ID: 230100-0309-0350 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 . . AC Permit pin number . 520015 Permit Fee . . . . 20.00 Issue Date . . . . 8/17/07 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 - APPLICANT: Jun 20 07 02:04p Cch - B/cs 979 690 3823 p.2 o a APPLICATION FOR BUILDING PERMIT FjAPPL C 1101 TEXAS AVENUE COLLEGE STATION, TX 7T@40 I ON $l C�-roP ST(979) 764-3570 (979) 704-3496 FAXLE .6 www.csTx.cov ADDRESS/LOCATiON: rLa L) LOT -�L�✓BLOCK _C? W" SUBDIVISION-1)p\j[6 SEC/P�f BUSINESS/OWNER NAME: CLA55 (tom - j-)Q4 �6(�1CS PkONE:•3$� -vQ CONTRACTOR/HOMEOWNER: ()I-AS5(C ak)To R t- r 1�VI�� PHONE: CONTACT PERSON FOR REVIEW COMMENTS: r12�D �LS�RIS PHONE:y���/�? FAX:'(o4D-3823 EMAIL: 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) REMODEL/RENOVATION' SWIMMING POOL TENTICANOPY DESCRIPTION OF WORK; PROPOSED USE: HOMEOWNERASSOCIA110NIARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL - TEXAS ACCESSIBILITY STANDARD (TAS) PRQJEGT REGISTRATIONN EABPKJNIA VALUATION: $ TOTAL AREA: 2� HEATED AREA: (Cost o1 Labor a MatUWS) LK PUBLIC SEWER El SEPTIC%rREATMENT SYSTEM Rr SEWER TAP: , Ir WATER TAP: S 3 I OTHER TAP: SIZE TEMP POLe S rLE GARAGE TYPE: SINGLE ATTACHED RA SIGNATURE OF APPLICANT; NUMBER OF BEDROOMS: _3_ NUMBER OF BATHROOMS: _ — INTERIOR WALL TYPE: EXTERIOR WALL TYPE: OR �c K FOUNDATION TYPE: �QST T�1L1`�I �N ROOF TYPE: ' DOUBLE F7 TRIPLE Q DETACHED [�D CARPORT / 'if proposed work involves new cornmBnapidon or Cade improv ntslre�novalions to an exis4ing aommerclal property, building elevations dre required. 000s♦•Bee♦•oee4eeessoeeeeemesoe000emoaoo`9oeeo+00000eeee♦�ao Official Use Onty T� R -& �*7 .tFj r Plans Examiner YGa" k/1 N Zoning Official �C menta: r NO _ Fire Marshall 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 - ') T-T � Insulation R value of ceiling I (flat areas) -,', i- uxJ Insulation R value of ceiling 2 (vaulted areas/no attic) i--sATT Glazing SHGC (Solar Heat Gain Coefficient) 3 Glazing U-Factor R value of ductwork A/C SEER Rating 13 Protection Against Subterranean Termites Chemical Termiticide Treatment (Soil Treatment) Chemical Termiticide Treatment (Field Applied Wood Treatment) rl Physical Barriers *Verification of Application shall be submi tee to the City of College StRdon Building Department prior to issuance of the Certitis2te of Occupancy. 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# © `7 _ ,L3 o9 ---[-DATE: $ _ 6 _0 7 BUILDING ADDRESS: Love- q0,7 !J o v I. Foundation Requirements- Minimum City Foundation Standards VN 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 tN#JQK E. Header sizes indicated on plans 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, grade 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 OOK OOK 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 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 NA/ 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: N OK 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 NMO 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 O 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 N 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 Flood lain 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." aPLASAE MINER DATE ngineering, 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 35 9 Dove Crossing 907 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.l. 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. PTF0707021 71612007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 - E-MAIL: info@txfoundations.com I 55.15' 10' P.U.E— r—M I I I I I I I I a ONE STORY a SINGLE FAMILY oa o RICK RESIDENCE c kn LAN # 1602 kn 40'-0" 7'-7 13/16" 0 18CONC. DRIVEWAY N 5' P.U.E 55.15' 907 DOVE LANDING AVENUE LOT 35, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 858 SQ/FT GRASS 205 YARDS 0 0 2 55.15' - - - - M M 10' P.U.E - - - - - - - - - - - - ONE STORY SINGLE FAMILY RICK RESIDENCE LAN # 1602 7'-611 "' 40'-0" 18' CONC. 0 DRIVEWAY N 5' P.U.E 55.15' 1'-7 13/16" >5' BL 907 DOVE LANDING AVENUE LOT 35, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 858 SQ/FT GRASS 205 YARDS N Q In N N DOUBLE 2-3' x 5' DL 1/1 3' x 1'6" AR TR 16' x T OVHD ROWLOCK W/ 6' x TAR TR TO SURROUND WINDOWS PLAN # 1602 la sic ADDRESS 907 DOVE LANDING AV LOT 35 Century BLK 9 Homes SUBDIVISION DOVE CROSSING Alak ag Naa aOwne th/p �%�rOaD/a PLAN # ADDRESS LOT BLK NOTE: 1) SHADED WALLS TO 2" x 6" A PL BING 2) ALL HEADER HEIGHTS TO BE 6-10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED 13' 6" 3' 4" 10' 2" XTx6V 40' 0" 13' 11" 1602 907 DOVE LANDING AV. 35 �SCiiC Century Homes 12' 7" SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION �SUBDMSION IDOVE CROSSING NOTE: 1) SHADED WALLS TO 2" x 6" FOR PLUMBING 2) ALL HEADER HEIGHTS TO BE 6-10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED 40' 0" 13' 6" 13' 11 " 12' 7" 3' 4" L 10' 2" UO 3'0•KC 0' (j LJ 3'0'•S'0• ��' 5 RE BDRM 3 N DINING 8' CLG Cl KITCHEN ;;°D9'CLG 48' CLG " b 7 e' __. O LOT _____________________ '------ e--� M O LIN 2' 5" ------I N N 1'6. o I I b 5' 11 " I I FAMILY N "00 I I - zo 9' CLG in in z 0• o0 cl --------- ---- v \ zg 5.0_ N ao (i in u�Oi ®e 3' 8" 8' 4" r� 76 o a BDRM 2 8' CLG r -- — — — — — —; 5'2" m 7co 1" 12'0' 9' 6" 5' 51' � TRY 1 LG ti � z6 WH I I r' MSTR SUITE C 5 "3'0• 8' -JLII ----- II CLG 11 " 17'7" GARAGE �`•������ 8'CLG `� FOOTAGEr _ _ LIVING 1602 0 PORCH 69 N GARAGE 405 TOTAL - 2076 O (V 3' 0" 9' 6" 3' 0" COPYRIGHT 1998 4' 0' FRED BURRIS 19' 6" 1 20' 6" PLAN # 1 602 Cs1c Century Homes ADDRESS DOVE LANDING AV. LOT 307 BLK 9 SUBDIVISION DOVE CROSSING ^'"°°"°" °••�'�^°°�°�• SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION 12 REAR ELEVATION PLAN # 1602 Csic Century Homes ADDRESS 907 DOVE LANDING AV LOT 35 BLK 9 SUBDIVISION DOVE CROSSING ^�°�°�N°�•°~°�°�^°°°a• W H Q J d CO alts at 1RC ;tural .).h. 1c. 301.2(4) :) be r ;rs I. steel, bronze cc. R323.3 all stairs/steps risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5 M asonary 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. -------------- 8' CLG ' KITCHEN ®® I I I � I I I \�------ -- MSTR QUITE 8'-9'CLG I I 3t I I I I I I I BLOCK & WIRE FOR FAN ONLY ------------------------------------------ BDRM 3 4Y 8' CCLLG DINING 9' CLG O ----------- FAMILY 9' CLG ENTRY 9' CLG 8' CLG v .v BDRM 2 ® 8' CLc I�ACCESS j 18° Pla••I��o4,� GARAGE 8' CLG 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 ELECTRICAL PLAN ADDRESS LOT BLK SUBDIVISION lassie Century Homes .Null., Hon. O—*Aff .duet. SRMaFS IM SxFA1tONG aR: IMAR VExr BMIFS R Nnc AR RAIWE0. MICAL FLOOR SYRTFAI: F WATRIUtff.TOSEINSTAU.EDSOTIIAT h+'mm, I; J6'es. AIIaATTR nuN W' TRGSI—aL AIA FLOe'R NOT 0.ESTAICTFD am In AND TI cIWEs, In• orrslA+eoAaO 10 BE DElFAA10SD BYENGa.'EEFII MIN, tY6aAI'FE0.f M'OA: INFCLUR cErUNO nNISH III,BOTTOM — HCUPSw000sxr tame x ETIrs BATr PTV1ATWNFuflN UFil11UR wunlEn nancnutemro METALBRICx rat TOP NATES FASaA I•ARSPACE NIAa SIWAT1OAn BAaa1FA BtxT((VExSFS TUUNOEIIFIOE h4Sm05 YA+' OFFWO0. RIIIT SpFFn W/t0UAU.YSPACEDvFMs aU BATT a6VLATAM ATTFP VETTEVEAYIIDBMat I?sHEEnoa AT earnll4 pvuc 1fETAL aMnc ne — M m:Tei aua TlF< r ARsrACE (P lD rA Qe rARUAEE 1D'SF6,TWU N.'SNFAIHPU AR BARRnR / .Va BnRarm h+5111D5 16'"c aj('„2 MIt fiATTU@IVogN auanmNsuuTlwl n-smr:Taacx IT•sxEERoa :x+eorroM ruTE IaEITUI -� • • `'I All EL,B OmnTdRINi TWLYNEaIEC :I � � 1 IIIIEINIDRCGilYSNRl pETENIINlDBY 44ENGINEER • r SHINGLES Le6'n 76, In' PLYWOOD SHEATHING\ c/a 'H' CLIPS MIN. 2'X6' RAFTERS o 24- o.c. BATT INSULATION CONTINUOUS AIR VENT BAFFLES -24' O.C. END AT RIDGE TO BE -INSTALLED 50 THAT AIR FLOW IS NOT RESTRICTED / DECKING — WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIR SPACE In' SHEATHING 2'N4' STUDS a IS" o.c. BATT INSULATION CITY OF LOCKHART In' SHEETROCK TYPICAL ROOF OVERHANG DETAIL i W SHEETROM su, ra RATES TYPICAL SIG aPRT( ER P FAM Ban METALRua,rts I•ARAACE W'sIUA1IWIG ARBAWFR h+mrmg Ia•e<. nneAn asuunoN vrsxEETaocx J'/• ALLbABO—TnaNLSSFS ' ,' 1 tpSS1UORETA1ENIlOBa UEISRAtINkU a, BI '. a 4 FNGDIEEB TOP VIEW CHIMNEY CAP LUE CHIMNEY ` , •' , B 2X4 FRAM G ' - -' N MEMBER - 21 41-1- -� 2X4 FRAMING MEMBER SIDE VIEW OSB -- SIDING TYPICAL WALL DETAILS NOTE: 1) Foundation anchor bolLc at 67 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 see. R301.2.1 and table R301.2(4) 2003 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 toper only as per see. R323.3 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per sec. R315. (min. stair Read 10": max. riser 7 3/4" sec. R314.2) 5) Masonry veneer anchorage of 24" horizontal and 18" venical as 51H per sec. R703.7.4.1 and weep holes st a maximum of 33" o.c. as per HANORAR I IM NON. sec. R703.7.6. TO t sn• MAX SIZE """""""". ------------------------------ w N Me 0O X IN. TREA UU aU Z w� x rZ'i Q' i U 6 co g 3 ZO A NOT STAIR DETAIL IRC 2003 ERE SNALL RETURN ENDS TO PASSTx0.0 4" ALL OR MST �g 4 i'u 18" FLOOR SYSTEM ----------- ---- D (3)2xl2 STRINGERS F 5/8" TYPE DRYWALL x UNDER STAIR STRINGERS U HANDRAIL Qa 34"-38" MAX. FIRST FLOOR lasslc Century HOnZeS lasslc Century HOnZeS Area Calculator: Assembly Type Comments/ Description Metal Frame, Do Metal .. per■ • , ■ : „ „ © , . , . , Metal Frame, 07/05/07 15:41:58 Window Area Total: 109.00 1/1 Area Calculator: IEM�-- Assembly Type Comments/ Description M�llicillli is] A IN Door Area Total: 55.56 1/1 3" GRID PATTERN 8d COMMON NAILS TO .HEADER m 3 BOTTOM PLATE TYP I CAL 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. a. HEADER (B TVA : LEA SPA 16' EN 6' TO 1 ) 0 r tT— a. I ^a. 4 • e 2- SIMPSON HTT16 EACH SIDE - TYPICAL A s. TOP PLATE TO HEADER - 2 ROWS OF 16d SINKERS, 3"O.C. 3" O.C. NAILING IN ALL FRAMING -STUDS, BLOCKS, TOP PLATE, AND BEHIND THE STHD10 HOLDDOWN FRONT ELEVATION 6-0"MIN. 5'-O" MIN. 7. 4.LE N, INTO`TOP"AND TYP, BOTTOM PLATE AND TYP. INTERVENING'6TUDS.TYP.. / YR Z; ? Al� N 2'-6" 2'-(° TYP. LESS THAN 25-0" LESS THAN 25'-0" LESS THAN 25-0" TYP. 55-5° ;AV BE SU8ST1 FOR 4'-D' RIGHT ELEVATION REAR ELEVATION 5'-0° MIN. x^�ETi� NiNToroPANDV 5'-0° MIN. TYP. BOTTOM=PLATE AN INTERVENING STUDS.TVP. TYP. 2'-6" TYP. 1:0-111 TYP.I LESS THAN 25-0" LESS THAN 254" LEFT ELEVATION 2'-6° 1 10 6ZOLOLOdM9 .�veH m h a: �p _ s 1�6 •i •�•� 'Q-IZZ _ • � W W or w UZ) Q U) J W z �= W 2 U) O z Q = ~ � � cmUQ= CL '- 0 CO ``O^^ w 0 0 i W 66g�QJ=lco- �poO O'-C o o �Nozz zmWI'-- U)w U Zz0,z �WYooLL o UU�¢� CLM c F Q C/) U�cn z .. w 0 Ln U o o J m O O r = T LL rn CL m w 0 C) m o o a W r to S O N Q (L E J 5 p� Cl- �� § m C 0 N co N •C , so) c G W w WLLJ � ~ Q Q W 6 - BRICKLEDGE WHEN 6 a APPLICABLE 12 # 3 REBAR WITH 2-0 1" • BRICKLEDGE WHEN r I BENT @, 45° TYP. @ BRICKLEDGE WHEN r APPLICABLE I 6 ALLCORNERS APPLICABLE SLAB STRAND �' ✓ Z CHAIR WHERE APPLICABLE CUSHION i ' ' CHAIR two CUSHION SAND, TYP. w9 7 CUSHION 6' "2-BS" DETAIL ' I , �� 1 SAND. TT"P• TOP OF POST -TENSION STRANDS m ¢O I SAND, TYP. 6' 6' TOP OF POST -TENSION STRANDS GRADE WHEN INDICATED LLI I —� `�'—I I e !'S' STRAND GRADE WHEN INDICATED ON PLAN. TYPICAL T a Q TOP OF I POST -TENSION STRANDS ANCHOR ON PLAN. TYPICAL 2- #5 BARS ¢ Q :• .. e. °'. ' . CHAIR GRADE WHEN INDICATED ON PLAN, TYPICAL in DRAPE BEAM STRAND DRAPE BEAM STRAND ❑__• `S _� !°I• DRAPE BEAM STRAND WHEN INDICATED WHEN INDICATED i , ; WHEN INDICATED ON PLAN, TYPICAL p i" ON PLAN. TYPICAL #4 BARS j . ON PLAN. TYPICAL O y� #3 SUPPORT STAKES VAPOR IF `- 1 @ 12' O.C. p UNDISTURBED 'BS' STRAND #3 SUPPORT STAKE RETARDER SEE PLAN FOR EACH WAY TYPICAL F.P. DIMENSIONS :2 SOIL GRADE ANCHOR f L 11 II "AlII ' SLAB STRANDS DETAIL A DETAIL SPACE BARS VERTICALLY N REOUIRED PER BEAM FORM BOARD DETAIL "E" �, DEPTH — o CHAIR 1 NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) "' •f BRICKLEDGE ,WHEN #4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE r r APPLICABLE ( SUPPORTS @ 48' FOUNDATION FOOTPRINT AREA TO INSURE / a ' •\ O.C. THAT SETTLEMENT DOES NOT OCCUR, THE ) Z ❑ ` ' 1- 04 BACK UP BAR BOTTOM OF THE PERIMETER BEAM MUST /S STANDARD DEEPEN L PENETRATE UNDISTURBED SOIL A MIN OF I2) c¢I � TIE WIRE CHAIR CHAIR `—cH,vR BEAM DETAIL J/ CHAIR k •' LESS THAN 54' SLAB STRANDS SLAB STRANDS 4• ,,I SLAB WHEERRANDS CHAIR LAYOUT o' WHERE APPUCABLE WHERE APPLICABLE mi ' ' ..f 2•45 BARS •PN:•. 44 BARS 912' BEAM STRAND 1 O.C.E.W. #4 BAR WHERE BEAM STRAND DRAPE BEAM SLAB STRANDS APPLICABLE / WHERE 1 e :( ,( APPLICABLE '� STRAND SHEATHING CUT BACK BEWHEN INDICATED ANCHOR - G p H #3 SUPPORT STAKE (CARE SHOULD BE TAKEN TO 0 M V/ #3 SUPPORT STAKE N H `iI ON PLAN, TYPICAL CHAIR _ ENSURE SHEATHING DOES NOT d 3, PROTRUDE INTO THE ANCHOR) f p ��•M� `�, ogi12 DETAIL "B" DETAIL "131" 'es� f FE I' MAX STANDARD �.: •::-� WOOD BRICKLEDGE WHEN Eopoy BRICKLEDGE WHEN �P DETAIL "G" DROP DETAIL FORM BEAM EXCAVATION 6, APPLICABLE 6nDly- APPLICABLE 6E�(J• I - a}• a}DPpo� BRICKLEDGE WHEN BRICKLEDGE TENDON INSTALLATION APPUCA13LE WHEN APPLICABLE r Z �1- #4 BACK UP BAR AT STRESSING -END Z 04 BARS @ 12' O.C.E.W. w i;' #4 BACKUP BAR SLAB STRAND TOP OF :..I CHAIR _ CHAIR a#, :� �' CHAIR � F ' POCKET I ,.? tv �.e•. GRADE SLAB STRANDS TOP OF SLAB STRANDS _ ` ~ 16' (12' MIN.) FORMER WHERE APPLICABLE _ GRADE '°'' WHERE APPLICABLE ❑ ' WHERE APPLICABLE wy DRAPE BEAM STRAND , : 2- 05 BARS CHAIR WHEN INDICATED , ' : ' r . #4 BARS @ 12' <• : .. .. SLAB STRAND I ON PLAN. TYPICAL DRAPE BEAM q�' O.C.E.W. �q ...�.... .. '...�•.�. CUT PLASTIC STRAND TOP OFp H OWHEN INDICATED N PLAN, TYPICAL GRADE - _,i , ° DRAPE BEAM —'� : i7 BEAM HERE WOOD O p yl STRAND 3'-0' MAX W BEAM STRAND EXCAVATION FORM WHEN INDICATED AS SPECIFIED H VI ON PLAN, TYPICAL 1•44 FOR L=14'OR LESS " p f �2-#4FOR L- WTO25' COMPLETED DETAIL "C" DETAIL "Cl It NOTE: DETAIL"F" 3•#4FORL=WT03T STRESSING -END INSTALLATION CAN BE BRICKLEDGE WHENDETAIL "F" SUBSTITUTED DETAIL "F1" ALIBLFOR DETAILTV. PPCAE � I 'S' STRAND AS BRICKLEDGE WHEN SHOWN ON PLAN 1' MIN. r APPLICABLE ) PLASTIC Pn fl:FIXED-END 1- 04 BACK UP BAR ANCHOR SHEATHING 2 CHAIR -STRAND w `% CUSHION CHAIR ❑ n SAND, TYP. •' �. t O' - 7 2 STRIP TOP OF POST -TENSION STRANDS .�;;;'� SLAB STRANDS m! CHAIR I SHEATHING GRADE WHEN INDICATED y WHERE APPLICABLE SLAB STRANDS j ON PLAN, TYPICAL WHERE APPUCABLE #4 BARS @ 12 'BS' STRAND AS 20tl NAIL STIRRUPS (MIN.) WHEN SPECIFIED WHEN SPECIFIED I O.C.E.W. 2 x D TYPICAL L WHEN (2j 'BS' STRANDS AWE ON PLAN L FIXED -END (DEAD-END) STIRRUPS DRAPE BEAM #3 STAKES AS REQUIRED WOOD p w ✓' •a-"' STRAND TO MAINTAIN A 3' SPECIFIED IN THE BEAM, FORM INSTALLATION p n y1 #a BARS 3 #4 BARS WHEN INDICATED CLEARANCE FROM THE TIE BS' STRANDS TOGETHER TOP VIEW TOP &BOTTOM. TOP & BOTTOM. p i Hop JI ON PLAN, TYPICAL BOTTOM OF THE BEAM AND INSTALL SIDE BY SIDE f 54' MAX. SPACING AS A SINGLE 'BS'STRAND. S ETALL ANCHORDETAILS SIDE BY SIDE STANDARD DETAILS DETAIL I'D" DETAIL "H" i DETAIL I'M" BEAM STRAND "BS" DETAIL GZOLOLOAd NOTES: m;q`h m e 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, f� �..•� �•.•` Z ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A J ,; '• �� o cro MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN ��: • p �!� •:� z FOUNDATION SITE CONTAIINS FILL (MAX. 3' 0'), THE D � W :s : Q ¢ a 8" 5 SPACES @ 3'-11" ± 5 SPACES @ 3'-11" ± 6" 10 BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. �Q Z� a FOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE W : KI �y,. Qj a � Q O N O A O CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS ���'••� Q' i o In .- r (p CO LA co 00 Lo co 00 OD L1). INTO THE DESIGN. ` : •� o W �.M cn Lo Lo Cn In � U) U) U) � cn In � Ln U) 2. 3000 PSI, CONCRETE SLAB. `k _+ o c9 (� m m (� m f� (� m f� (n m 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS ����� 0 a S42 RECOMMENDED, r -I r BS43 4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER I I a l I I BENEATH SLAB AREA. z I I o f I I I 5. ALL STRANDS 1/2" DIA. - 270 K I I w I = I 1 8. THIS FOUNDATION DESIGN IS CONSIDERED INVALID (n coo I I I I I m I I I S42 UNLESS ACCOMPANIED BY A LETTER FROM AGTM V,J Z I I I I I I I I ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC inQ I I I I I DROP I I I LOT &BLOCK, OR ADDRESS. 0 p co U) z ________J L_-______J L__-__ _J L_-_ ___ S42 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS z = ^ w _ _ _ - BS43 DISCRETION. o .- N ci Q o r-------- I r---------1 r------ -, r-- - -i n >-O w QWUC) I I I I I 11 1 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O cc co(D > Z Ian I J L 11 1 1 1 SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY ti r r— -- J 1 1 0) I I S42 ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY 00 p 0 Z O / E I I LO I I I A OWNER/GENERAL CONTRACTOR, z Z • Z O m g I I / I I I 1 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END O LLJ E- Z Z W m I I I I I I S42 REVERSAL IS PERMITTED. — 0 2 U m o Z L_____J L___-_-__J L_____- _J L-______ J +I 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (n *- w �YD0 r---------I r----------i r------- -� r--------� BS43 = INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. z V o m 1-- Jti I I I I I I I I W fn � a U a. m�� I I I I I I S42 M U) In u) I I I I I I I I 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE F- 0 AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF g Z W I i i B I I 00 i i I w THE FOUNDATION AND SLOPE AWAY FROM THE �"- U OU p W U FOUNDATION A MINIMUM OF 3" IN 6-0". U J J I I I I I I I I S42 a J L-__--___- L___-__ _J L _____ _J L-----===J BS43 U) 12. VIBRATE CONCRETE@ ALL CABLE LOCATIONSUO in r - - - - - - - - - , ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 00 � I S42 ANCHORED, MAXIMUM CONCRETE DENSITY IS REQUIRED 10'-2" I I 1 9'-9" I I 9'-10" III 10'-3" 1 TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING Ci I I I I I I CABLE STRESSING. = T LL0 1 1 1 1 b 1 1 S42 13. THE FOLLOWING SYMBOL INDICATES DROP IN c N p I I I I I CD I I I FOUNDATION. THE AMOUNT OF DROP AND EXACT cc ti I I I I I I I I LOCATION IS TO BE DETERMINED BY PLAN OR AS O L_-_____-J L ---- _ J L-_____ -J L------- J BS43 DIRECTED BY OWNER/CONTRACTOR. O --------� r--- -----� ----- — _ ---- LLI ROP i i i i i S42 FOUNDATION: a I I I 1 1 = 1 1 IPDROP 1 1. THICKNESS T= 4" 1 I,i i co i i I S42 2. BEAM WIDTH W= 10" Wp 3- #4 BARS 1 I i i 1 C 3. BEAM DEPTH D= 33" UO 6 1 -8 TYP. L-------- L _-_ _ L______ _J L_____ S42 4. AREA = 2091 SO. FT. co F---- — — — - r -- ------ —1 F --------1 78 YRDS. BS43 5. EST. CONCRETE p = I I I I I I a I +I 6. SOILS REPORT: 0 I II S23 CME TESTING AND ENGINEERING, INC. m - J L I un i I i @ 1806 WELSH AVENUE, SUITE C z a 0 0 C 1 c\I I I I v COLLEGE STATION, TEXAS 77M Q S23 a PROJECT NO. 26116 0 0 1 o I I I I U) DATED: OCTOBER 2, 2006 -3 I I I I co "'� LU E ------ -J L - - S23 o- lj\ c 0BS24 -.STEEL REQUIRED. SEE DETAILS Z 9 n E A m CD (D, 1;, ca DIAGONAL: c0Q N N Cj 69'-1 7/8" 40'-0" EPASSES N: IN THE EVENT THATACABLE Am- 1ROUGH A PLUMBNG OPENING, rAND ION: VIBRATE ALL CABLE LIVE WLE TO EDGE OF OPENING. AD ENDS TO ENSURE MAX.H LL J ACING CAN BE ADJUSTED, BUT IN CONCRETE, ESPECIALLY CAN CABLESPACING BE HERE MULTIPLE STRANDSTHAN G-V O.C. OGETHER Q LU