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Home My WebLink AboutRES2007-02303, 07-2304PREPARED 1/14/08, 12:21:35 INSPECTION TICKET PAGE 2 City of ------------------------------------------------------------------------------------------------ College Station INSPECTOR: BUILDING INSPECTOR DATE 1/14/08 ADDRESS . : 905 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER . . PHONE PARCEL . . 230100-0309-0360 APPL NUMBER: 07-00002303 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: $LDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TAP/SQ . COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------------------------------------------------------- B100 O1 9/20/07 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 9/20/07 AP September 20, 2007 8:23:40 AM acarter. Form Survey Submitted Slab Ground Installed B120 01 10/08/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00 10/08/07 AP October 8, 2007 8:25:55 AM acarter. APA FRAMING B115 01 10/15/07 RH BLDG, FRAMING TIME: 17:00 =- 10/15/07 AE October 15, 2007 11:41:32 AM kwolfe. 10/15/2007 02:47 PM RH PDA Connect exhaust flex. Add support for rafter/joist in master bedroom by insulation. Tape seams and holes. B130 01 10/18/07 RH BLDG, INSULATION TIME: 17:00 10/18/07 DP October 18, 2007 8:56:38 AM acarter. 10/18/2007 04:20 PM RH PDA Not ready. Need to tape all seams and holes through green guard. B130 02 10/24/07 RH BLDG, INSULATION TIME: 17:00 10/24/07 AP October 24, 2007 10:47:35 AM acarter. B125 01 1/07/08 RH BLDG, FINAL TIME: 17:00 1/07/08 DP January 7, 2008 11:06:57 AM kwolfe. O1/07/2008 03:23 PM RH PDA Need proper support at back porch. Install hardware and water heater. B125 02 1/14/08 BI BLDG, FINAL TIME: 17:00 IV January 14, 2008 10:20:44 AM acarter. -------------------------------------- COMMENTS AND NOTES-------------------------------------- -42R+hYPJTe.J �5/t��Aa.� li (0-1 • Date: 1/14/2008 Inspection Comments for Finals Permit Year: 7 Permit Number: 2303 Address: 905 DOVE LANDING AVE Insp. inspection Type Code Description p. Status Inspection -Result Comments B100 BLDG, FOUNDATION -SLAB IC Form Survey Submitted B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed B115 BLDG, FRAMING IC 10/15/2007 02:47 PM RH PDA B115 BLDG, FRAMING IC Connect exhaust flex. Add support for rafter/joist in B115 BLDG, FRAMING IC master bedroom by insulation. Tape seams and holes. B125 BLDG, FINAL IC 01/07/2008 03:23 PM RH PDA B125 BLDG, FINAL IC Need proper support at back porch. Install hardware and B125 BLDG, FINAL IC water heater. B130 BLDG, INSULATION IC 10/18/2007 04:20 PM RH PDA B130 BLDG, INSULATION IC Not ready. Need to tape all seams and holes through green B130 BLDG, INSULATION IC guard. E110 ELEC, ROUGH IN IC 10/15/2007 10:25 AM RH PDA E110 ELEC, ROUGH IN IC Smoke detector in front bedroom needs min. 3ft. from fan E110 ELEC, ROUGH IN IC blades. Install all nails in repair strap at top plate by E110 ELEC, ROUGH IN IC framing. E150 ELEC, FINAL IC December 17, 2007 8:32:03 AM glsouth. M100 MECH, ROUGH IN IC 10/09/2007 03:33 PM RH PDA M100 MECH, ROUGH IN IC Connect exhaust flex when fans are installed. P125 PLBG, FINAL IC 12/17/2007 03:09 PM RH PDA P125 PLBG, FINAL IC All electric. Page 1 Amber Carter - Re: Calling for C.O. @ 905 Dove Landing Ave Page 1 From: Joe Garcia To: Amber Carter; Benjamin McCarty; Chris Haver; Date: 1/8/2008 2:53 pm Subject: Re: Calling for C.O. @ 905 Dove Landing Ave ALL OK FOR CO. JMG >>> Gina Southerland 01/07/08 12:54 PM >>> BP# 07-2303 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov Jan 08 08 11:01 a Cch - B/cs 979 690 3823 s. p.8 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT Propedy Owner: CLASSIC CENTURY HOMES Location to be Treated: 905 DOVE LANDING Approximate Measures to be Treated: 2331 Rementag-0 of Termticide(s) to be applied at this location- 0,06% ks GAL. Type of Treatment: Full Partial XX yertica��UC HorizontaUPerimeter Beam—XX— . - • r. • . 1 •i y l 7 .- - • l_ • l . • • 1_ A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION ((F ANY) INCLUDING AREA COVERED. TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBUGATIONS OF THE PEST CONTROL OPERATOR TO RE- TREAT FOR TERMITE INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE 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 $252.33 $125.00 32129 PT 9/1812007 Ca ar Techinclm SPCB Ikmso 4 32129'PT F) t SEP-06-2007 THU 04:41 PM S U R V E Y P L A T P. 012 This is to certify that I have, this date, made an on the ground survey of the property located on 905 Dove Landing Avenue in the City of College Station, Texas. described as follows: Lot 36. Block 9, of Dove Crossing Subdivision, Phases 3 & 4. an addition to the City of College Station. Brazos County. Texas, according to the mop or plat therof recorded in Volume 8130, Page 258. of the Plot Records of Brazos County. Texas. C, / Ur rb NOTES: 1. IRF - IRON ROD FOUND 2. IRS - IRON ROD SET 3. Basis of 8earing - Subject Plat 4. C.M. - CONTROLUNG MONUMENT 5. -X- WOOD FENCE �9 Cb •q,. Wr �'� f 4P 'caw a%L�.o1 aaao tmttrtoae M dAlndrad 4 to FWW @M RWW RUr Man br OMW tlaPC. Tdwalr fM aiypet gap.y aawi dlpl r atrb a MOM Apse flmsd Am hm Yq Ap.�, wr dpb Ckw� tbsnr�r POW A` 40041CCM a WA&d bt b Paid b Zww OL Nab q• b "" 6"M as 'OLVOW ape UM awo. Nd Aod 6lolwmt � st tiMr M ar � adJbr Mupbrw thwapa � tr daa tam r � Aw� yapbr IYwb aor and ab Go ad Are Yid Ad b baMMd M dww.pdp w m0�d aao•. Ma ;Ld6 !Yuan! .do ei cr a NOW 11• lfwam b a buk coned ad aavdp of tM Pgwty •► dAoaiwd b w " as i aye r ad d ao nw - wawa. and 1M ery tr ar wmr4 M tpw and eb+Mrbod - MIO nay —a biabd or M PE% a am XWON" d M d and brwwnwib a� s dry, d Nwowmnab Ewo dli tlw bwndidw d b owpwV n! bod ftm Paywpr it fa OWp hriwbb ad as dli=a *m ew agwt YdwMCI" a, MOM" b a napan an ad' � 7mm aw W van* anaeadnn� mrdaati or powmam aRw1d v *Am Rfilllam P. Price ' NlNW wd n r...lwd tone 0- ip► pb. aW MG BUENA TIERRA GROUP me � a'--= sQBVSYnrG•CONsvLTIIQs•]tANAGBIrr400SOUTH INDUSTRIAL. BLVD, SURE 228 (817) 354-1445 S +• - 3'EULE55. TEXAS 76040 (817) 354-1451 (F) PAWN W. MAT WF0956790 / 001 City of College Station PAGE 1 REQ. DATE: 08/17/07 08/17/07 15:08:13 LOCATION: 905 DOVE LANDING AVE LOC ID: 209214 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 CONIIKENrS ,_BUILDING PERMIT „ CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAUX,: (979)764-3496 http://bpinspect.dstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 07-00002303 Date 8/17/07 Application pin number . . . 501853 Property Address . . . . . . 905 DOVE LANDING AVE Property ID: 230100-0309-0360 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 112596 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 1706.00 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 . . AC Permit pin number . 520023 Permit Fee . . . . 499.00 Plan Check Fee .00 Issue Date . . . . 8/17/07 Valuation . . . . 112596 Expiration Date . . 2/13/08 Qty Unit Charge Per Extension BASE FEE 460.00 13.00 3.0000 THOU BLDG, VAL 100001-500000 39.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Bracing and Foundation ------------------------------------------------ BUILDING DEPT REPRESENTATIVE: --- 6J_ - ------- APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 1 FAX,: (979) 764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002303 Application pin number . . . 501853 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 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 3 Application Number . . . . . 07-00002303 Date 8/17/07 Application pin number . . . 501853 ---------------------------------------------------------------------------- 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 SITE LOCATED OFF ------------------------------------------- --- -------------- BUILDING DEPT REPRESENTATIVE:, APPLICANT: BUILDING PERMIT ` CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAQ,: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 07-00002303 Date 8/17/07 Application pin number . . . 501853 ---------------------------------------------------------------------------- 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 20% A .40 OR LOWER FACTOR AND ABOVE 20% 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" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------- ----------------------------- Fee summary Charged Paid Cred' ed Due 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 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Permit Fee Total 499.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1249.00 07-00002303 501853 499.00 .00 750.00 1249.00 ------------------------------------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: Page 5 Date 8/17/07 .00 .00 .00 .00 .00 .00 .00 .00 --j 4-- 1 A ------------ TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002304 Date 8/17/07 Application pin number . . . 616704 Property Address . . . . . . 905 DOVE LANDING AVE Property ID: 230100-0309-0360 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 . 520031 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 -------------------------------------------- ✓-----Z--- ------------ BUILDING DEPT REPRESENTATIVE: G� APPLICANT: Jun 20 07 02:04p Cch - B/cs 979 690 3823 p.2 s APPLICATION FOR BUILDING PERMIT 4 Gc GATE• TRC '— 1101 TEXAS AVENUE APPLICATION N CsTroP _ COLLEGE STATION, 'fX 77840 ' ��S� O�'� (979) 764-3970 (979) 764-3496 FAX TEMP POLE a +k�iSSf.! Or1�(e�yyjno'IiS',rivkx Y4WW.CSTX.GDV ADDRESWLOCATiON:_ NVey LOT y3�" BLOCK ��SUBDIVISION ` b oil C . C> SSI Q (-j �EC/PH ✓ BUSINESS/OWNER NAME: CLASSIC _ Q9 �rIK1CS PHONE: I-R60-w -66,5j CONTRACTOR/HOMEOWNER: Oj--A55((- Ek) QRY �pHOME: 5 B(09 CONTACT PERSON FOR REVIEW COMMENTS:'--- PHONE: , ,,A �) Q�� D �I.�RI 5 PHONE: FAX:_V%EMAIL: ELECTRICIAN: HVAC: PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION • SLAB ONLY DUPLEX (Landscape Plans) REMODEURENOVATION' SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK; / �D�j/��c�7-/d� PROPOSED USE: / L/c—� �D/[ AV—CrMAJ HOMEOWNER ASSOCIATION/ARCHI'TECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL• yCs TEXAS ACCESSIBILITY S=NA4V)PRO /ECT REGISTRATION# EA6PRJ_ IIA VALUATION:$ TOTAL AREA 33I _ HEATED AREA: (Cost of Labor and Mmarials) Z PUBLIC SEWER Q SEPTIGiREA?MENT SYSTEM SEWER TAP: �I bWATER TAP: _5 �t OTHER TAP: ✓ TEMP POLE S rLE % GARAGE TYPE: SINGLE a N UMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE E] TRIPLE ATTACHED L�d D-1E;;ACHED n CARPORT SIGNATURE OF APPLICANT; aR lCK -�LQS►' ftmeb5 m a,J 'If proposed work involves new comma ial n on facade i vementslrandwtions loan existing commercial property. building elevations are reoulred. eeeseooeeoeeeeeeeeeseeeeesaeeeeooeaaaee4o9oee•+oee+eeseeeoo• J� Ofcfa( (Jae Only 94,-07 f p Plans Examiner Zoning Of ial ✓ Fire Marshall i(s'a44-3e W/ H Commenta: — � rN�'�`i i4 �r�`S �'► aifV. Ti tcvzi, Acc.erc (5or NO 47M of r vice $*414'.., Jun 20 07 02:05p Cch - B/cs 979 690 3823 p,3 Energy Code Compliance Information /o 0 1 Zlo Glazing of exterior walls Insulation R value o exterior w - / a f xtan• ills 'J T'(' Insulation R value of ceiling I (flat areas) -,3$ a 6 / Insulation R value of ceiling 2 (vaulted areas/no attic)�3F17`7 Glazing SHGC (Solar Heat Gain Coefficient) 3 Glazing U-Factor R value of ductwork A/C SEER hating 3 Protection Against Subterranean Termites Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other *Verlflcafion of AppUcation small be submitted to the Cidy of College Station Building Department prior to issuance of the Cerdfle2te 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# 01 _ 930-5 DATE: 8-1-0r1 1 BUILDING ADDRESS: I. Foundation Requirements- Minimum City Foundation Standards N 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 NA/ 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 OK 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 OK WOK 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 stairwa 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. Ener y 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 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 N Does not block an water course or divert an flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." ,j4L_ -4-11 EXAMINER � - (a __07 DATE gineering, 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 Citv County State 36 9 Dove Crossing 905 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. PTF0707026 71612007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@ Woundations.com 10' P.U.E - — — — — — — — — — — — O — r— — — — cV N 20' B I i ONE STORY SINGLE FAMILY BRICK RESIDENCE PLAN # 1706 as a'�a A A �o � 00 T 40'-0" 7'-6" 7'-7 13/16" I I 18' CONC.' o I I DRIVEWAY W) N ------------------- 5' P.U.E 55.15' OL 905 DOVE LANDING AVENUE LOT 36, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 858 SQ/FT GRASS 205 YARDS i 55.15' 10' P.U.E - - - - - - - - - - - - - (V - - - - N ONE STORY SINGLE FAMILY BRICK RESIDENCE PLAN # 1706 O i 00 40'-0" 7'-7 27/32" - 18' CONC. DRIVEWAY N 5' P.U.E 55.15' 7'-5 31/32" 25' BL 905 DOVE LANDING AVENUE LOT 36, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 858 SQ/FT GRASS 205 YARDS PROVIDE STEEL LINTELS AT ALL ASONARY OPENINGS AS REQUIRED on men i �-- ::MEN ■■■ liffig I I ....... - �. BRICK QUOINS 16' x 7' OVHD 2. DOUBLE W I" PROJECTION 3' x 6' DL 1/] MULLED ROWLOCK TO SURROUND WINDOWS PLAN # 1706 lassie ADDRESS 905 DOVE LANDING LOT 36 Century BLK 9 Homes SUBDIVISION DOVE CROSSING MaMnx N—.o.. neb AgmdaD4 20' 6" 19'6" 4' 3" 3' 0" 6' 0" 3' 0" 4' 3" 3' 0" en in PORCH ---------------------------------- 8' CLG ao MSTR SUITE 2' 0" 5' 10" 3' 0" SLOPE CLG 8' - 10'17 T T Y .1 V TV I 6' 10" 0" IPO FAMILY 8' CLG SLOPE CLG 8'- 10' Q;) ------------------ 4- 5" 3' 0" 96'. 12' 1 2' 5' 5" 42" T ------- --- ---- - --------- — I ----------- ---------- BDRM 2 81 CLG BREAKFAST KITCHEN 40 8' CLG 00 TV 2' ;n 11 4'il' 2'0 7 BDRM 3 -4- ---- -- ----- 8'CLG -- :-: " --:- a, 4., 8'CLG a _ � ENTRY DINING': SLOE CLG 8'- 0' GARAGE PORCH 8' CLG 8' CLG 10' 2" 2' 4" 4' 4" 2' 2" 10,111, T 2' 4" T I " ELEVATIONS FOR IT 3" a' a" 2'11 WINDOWS SIZE AND LOCATION 20'6" 14' 0" F FOOTAGE I'LL% BING LIVING 1706 1) SHADED WALLS TO 2" x 6" FOR GARAGE 441 2) ALL HEADER HEIGHTS TO BE 6- [0" U qLESS COPYRIGHT 2000 PORCH 184 FRED BURRIS & CCH OTHERWISE NOTED TOTAL 2331 .3) PROVIDE TEMPERED GLASS Wf ERE '4EEDED Q, 0. PLAN # 1706 lassic ADDRESS 905 DOVE LANDING AV LOT 36 Century BLK -9 Homes SUBDIVISION 11 DOVE CROSSING 40'e' 20'6" 19' 6" 4-3- 1, 3-0- 6'0" FZ,4 3' 0" 4'3" )1�2, 3'0" . 5'0— --------------------------------- ----------------------- PORCH ---------- I ----------------------- 8' CLG MSTR SUITE 2'0" 5' 10" 3'0" 8- 8" SLOPE CLG 8'- 10- W 3'0' 610- U13-10" 6 0" 6' V 6' 10" FAMILY 8' CLG 11 3' 4" SLOPE CLG 8'- 10' 4'5' 3'0" 12'1. 2' 1- 4 zz BDRM 2 8' CLG BREAKFAST KITCHEN 8' CLG �r do f2 ti 4'11' 2 V BDRM31-4- 2-8- --- -------- 8'CLG 6'7 4'4" 8' CLG ENTR DINING: 01 SLOPE CLG 8'- 10' GARAGE 3'V PORCH 8' CLG 8' CLG 10' 2" 2' 4" L 4' 4" ..2' 2' 4. ELEVATIONS FOR 1 4"' 3 4 2-11 E[:;SOE:I,' W VS SIZE AND LOCATION 20-6" 14' 0" FOOTAGE LIVING 1706 1) SHADED WALLS TO 2" x 6" FOR )LUN BING GARAGE 441COPYRIGHff 2000 2) ALL HEADER HEIGHTS TO BE 6'.0" U 14LESS PORCH 184 FRED BURRIS & CCH OTHERWISE NOTED TOTAL 2331 3) PROVIDE TEMPERED GLASS Wl- ERE ',TEEDED 40'0" PLAN # 1706 lassic ADDRESS 905 DOVE LANDING AV LOT 36 Century BLK 9 Homes SUBDIVISION 11 DOVE CROSSING ::] I GABLE NOTE:1) Foundation anchor bolts at 60" 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. 2000 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners ROOF AS SELECTED RIGHT ELEVATION LEFT ELEVATIO AIL ........... 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) Masonry 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. REAR ELEVATION PLAN# 1706 lassic ADDRESS 905 DOVE LANDING LOT 36 Century ll BLK 9 {_. om SUBDIVISION DOVE CROSSII�TGsx�.a�.��m..a. In Electrical ceiling an fluorescent fixture light outlet outlet gfi s smoke detector o spot light $ switch to switch 3 way sa s�s��s vanity bar light ® vent fan w light ------------------------------- - MSTR SUITE SLOPE CLG 8' - 10' BLOCK & WIRE FOR FAN ONLY 8' CLG I I C BDRM 2 \O 8' CLG Y BDRM 3 / 8' CLG / GARAGE 8' CLG COPYRIGHT 2000 FRED BURRIS & CCH PORCH; 8' CLG se / v x FAMILY OSLOPE CLG 8' - 10' -- - 7 ---- BREAWAST 8' CLG ENTRY DjNING - _ - SLOPE CLG 8' - 10' PORCH 8' CLG 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 serie w/ battery backup power as per sec. R317 3) Provide 110 outlet & light near HVAC unit for service with switch. PLAN # 1706 ELECTRICAL PLAN lassie Century II ` ll oeS ADDRESS LOT BLK SUBDIVISION mdtrM xoM. o.,,.,:rry M w<e& In-SHEArI11NG AR BA„lEx .1 MICAL M1OOR SYSiFIk sn 0 13.1.c 11I BAR msuunUN W'TAG SIIaFLWI n'GMUM BOARD TRUSS SPA GA. TIBCKMI MBEDETEIONNEDBYctanotA I..MlcoW-3N ix+eonoM IMTEA I BAITotWIATIONFURZ OFFLW1 WM m—anCAULKIKo — LLLTALBMTLES l2K+TUr I"no, 1' All SIACB IMSHMTIIIND ALL 9AMIE1 BRIcK(wKSFSTUUxInK51DE h+sTU05916•,c DF ROD, low 111 BATT ndUMTIUN ,0.TEI VENT EVFAY r1DB,I« -sHEETRocK AT aDRDAII METALB,1« 0 :'A SrAa N SHMTHa+G M BALLIEI NISTUndt I6•.c 11 BATr INSULAno,, I?SITES K= �G BUROM IUIE TRMTEU VI' PLYWOOD SWE:ATHING CAu "H' CUPS MIN. 2"X6" RAFTERS o 24- o— BATT INSULATION CONTINUOUS AIR VENT BAFFLES •24" O.C. END AT RIDGE TO BE INSTALLED SO THAT AIR FLOW 15 NOT RESTRICTED WOOD FASCIA J ALL SLAB dAIENSIUHSTm«Nts5F5 al . ✓1 Ra1Nro,CIAIKYTroBEUkltiRMmw Inr U+GmFFA sMOUES cnKTmIp1USABIYENTBAFT gN'0.0 I— AT IIDGE • TD BE DtSTALLFD 50 THAT Ait FL09'6 NDTAETi,IrIFD NR:.T4 Mr1k99QM'O.0 I sFUpp SNMmMG H CIumrS FASCIA SORITWIEpUAL1.Y 5PAEFD VENTS J [LQ QI60.0 p74]1/l'Y�✓_—.➢ryltll— �`rNlB,IC1t nEq A PAcE In'SII ,uBG M BAAB. m sTlrm g m- l11BAIT RBN Trr1rAL ix+av« ExrEual wALr: IrrsxEEr,a« oclt 7rAITBnIm NETAL611-Tits 1-MRA« V.^ SHMTHM An BARRDR .+SNOB@ 16.0.r III) BAIT IKSIA.A M I75HELTRo« x+aT gso.rMAx J A •��1• ALLd1ABa0nrbNN5ni1LW.T,q E5. '•e � •,eHLGRLtyFNrroeEucTFssa¢TreT J ENawEEa TOP VIEW CHIMNEY CAP ROOF PITC 2X4 BAND 15 SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIR SPACE I/Y SHEATHING 2'x4' STUDS a 16" o.e. BATT INSULATION CITY OF LOCKHART 1/2' S14EETROCK TYPICAL ROOF OVERHANG DETAIL TYPICAL WALL DETAILS 2X4 FR)" MEMBER SIDE VIEW NOTE: 1) Foundation anchor bolts at 60" 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) 20031RC code. 3) All Iowa 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) Masonry veneer anchorage of 24' horizontal and 18" vertical as sex per sec. R703.7.4.1 and weep holes N at a maximum of 33" O.C. as per HANDRAIL I IN'Mm. sec. R703.7.6. TO 2 5w MAX SI2 . ......................... m 0 IN. TREA q,34 GU nAz + U PR 0o z co � STAIR DETAIL IRC 2003 D LUE 21411 0" MIN�1011 MIN. CHIMNEY CAP Z 2X4 BAND O I I 2X4 FRAMING MEMBER W I ^ I I I�i I OSB I W I ■ rNS�C SIDING Century � I HoineS t �oI Making Nome ON•nen�h � AJJorJabfe I Area Calculator: Window Name . Assembly Type Comments/ IMImulled Immulled MM 07/05/07 14:26:02 Window Area Total: 195.00 1/1 Area Calculator: IMM Assembly Type =MIMIMBEMM Comments/ Description IM ��■�■��i�� ;mom Door Area Total: 55.56 1/1 SIMPSON LSTA21 OR CS20 (ATTACH - TO FRAMING ON OPPOSITE SIDES OF SHEATHING) TYPICAL BOTH SIDES OF OPENING. 24" MIN LEA HEADER SPAN 6' (BETW EN 6' TO 181) : . o 24" MIN 3" GRID PATTERN 8d COMMON NAILS TO HEADER 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 5/8" TITAN ANCHOR BOLT MIN. EMBED. DEPTH - 4" TYP. ;a c. Lp.o...gg.< Q. � ..�4a. :ep a.: Ogg �. ..4 • • p a 1800 LB HOLDOWN ONE-STORY STRUCTURES CAN USE SIMPSON HTT16, PHD2, HDU2, OR STHD10 HOLDOWNS. 1- - 2-41"M IN.- FRONT ELEVATION 5'-W MIN. RIGHT ELEVATION REAR ELEVATION TOEd �I �Ir1XWLETAWNTO ,,BOTTOM PLATE AND tINTERVENING STUDS. TYP. LTYP.-0° LESS THAN 25LESS THAN 22-W L ��r LEFT ELEVATION 5'-0• MIN. TYP. 2'-6' TYR LESS THAN 25-0• I, LESS THAN t r-° 4 i0 VS0LOL0dM9 LEFT REAR FRONT R's 8 m •Z• '•. Os LL Lu Vy' Q '�•'•'. :�: .•• �J U)2w sot =1 W D 2 r� rn W2 Z ~ .- cn Q^=�� cocrQ� CL >o V °D � wC'30 J > Z NN J=OO r0❑N F-wZ❑ ❑z W �z Z �wm U=Zw Z 0)oz DUo-jL gS❑0 L)Fn �moa Q C/) H rf 0 RIGHT g z 0 m V U p w 0 O U = 1"' O U) O O O a m ui 0 O U m 0 m m z � o ¢ II � y W o z o N � a 3 W ,c... QCD N N V C W W J jS LL Q Q Q W m7 TOP OF GRADE BRICKLEDGE WHEN APPLICABLE i CHAIR tD CUSHION \ SAND. TYP. ' TOP OF POST -TENSION STRANDS GRADE - WHEN INDICATED ON PLAN, TYPICAL DRAPE BEAM STRAND WHEN INDICATED ON PLAN, TYPICAL #3 SUPPORT STAKE DETAIL "A" BRICKLEDGE WHEN APPLICABLE 3 —CHAIR — SLAB. STRANDS WHERE APPLICABLE —BEAM STRAND WHERE APPLICABLE SUPPORT STAKE DETAIL "B" ., .�-.1. CHAIR TOP OF GRADE -I SLAB STRANDS WHERE APPLICABLE DRAPE BEAM STRAND H WHEN INDICATED ON PLAN, TYPICAL DETAIL "C" •� Y M� CUSHION SAND, TYP. TOP OF POST -TENSION STRANDS GRADE WHEN INDICATED ' ON PLAN, TYPICAL 1 STIRRUPS WHEN SPECIFIED 1" 3- #4 BARS TOP & BOTTOM. DETAIL I'D" C TOP OF GRADE SAND. TYP. POST -TENSION STRANDS WHEN INDICATED Q u p > ,I ' ON PLAN, TYPICAL. r= a O O 2- 45 BARS o O � Q —DRAPE BEAM STRAND O WHEN INDICATED ON PLAN, TYPICAL ' #3 SUPPORT STAKES VAPOR RETARDE TYPICAL DETAIL "Al SLAB STRANDS WHERE APPLICABLE .p 2- #5 BARS BEAM STRAND WHERE APPLICABLE 'I #3 SUPPORT STAKE DETAIL "B1" BRICKLEDGE WHEN APPLICABLE SLAB STRANDS , WHERE APPLICABLE 1 2- #5 BARS iD 7 DRAPE BEAM STRAND D TOP OF WHEN INDICATED GRADE ON PLAN, TYPICAL DETAIL "Cl '\ --CHAIR 3a SLAB STRANDS p \ WHERE APPLICABLE `STIRRUPS WHEN SPECIFIED 3- #4 BARS TOP & BOTTOM. DETAIL "H" SLAB STRAND WHERE APPLICABLE •�. ill cr .'`� = #4 BARS @ 12'O.C. I R /I SEE PLAN FOR EACH WAY DETAIL "E" BRICKLEDGE WHEN APPLICABLE / 1-#4 BACKUP BAR �� ••• CHAIR e• SLAB STRANDS i WHERE APPLICABLE O.C.E.W. DRAPE BEAM STRAND WHEN INDICATED ON PLAN. TYPICAL BRICKLEDGE WHE.1 APPLICABLE �11.CK`Ul. / D ETAI L "G" BRICKLEDGE WHEN c� m CUSHION SAND. TYP. TOP OF oel'+ ,i - POST -TENSION STRANDS GRADE - ", ... - WHEN INDICATED ON PLAN, TYPICAL { BEAM STRAND ; ,—DRAPE / WHEN INDICATED y� ON PLAN, TYPICAL O UNDISTURBED SOIL GRADE 4 2- #4 BARS VERTICALLY SPACED @ 12' O.C. AS N REQUIRED PER BEAM N DEPTH NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) 44 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE SUPPORTS @ 48' FOUNDATION FOOT PRINT AREA TO INSURE THAT SETTLEMENT DOES NOT OCCUR, THE O C BOTTOM OF THE PERIMETER BEAM MUST SOIL A MIN OF 12'� STANDARD DEEPEN L PENETRATE UNDISTURBED '-� SLAB STRANDS C1 WHERE APPLICABLE #4 BARS @ 12 O.C.E.W. DRAPE BEAM STRAND WHEN INDICATED ON PLAN, TYPICAL NOTE: DETAIL T' CAN BE DETAIL "F„ SUBSTITUTED [FOR DETAIL TV. SLAB STRANDS WHERE APPLICABLE #4 BARS @ 12 - O.C.E.W. n. I NV+ DRAPE BEAM oa:�:^�_• STRAND WHEN INDICATED O H OA ON PLAN, TYPICAL DETAIL I'M" BEAM DETAIL STRANDS CHAIR cTnnlnApn - BAR WHEN APPLICABLE 1- #4 BACKUP BAR 114 BARS @ 12' O.C.E.W. SLAB STRAND aal:: CHAIR ..q. SLAB STRAND 3'-0' MAX " W . BEAM STRAND L AS SPECIFIED — 1- #4 FOR L.= 14' OR LESS 2-#4 FOR L=15'TO 25' 3- #4 FOR L = 26' TO 36' DETAIL "F1" S' STRAND AS SHOWN ON PLAN 1, 2 x D TYPICAL SHOWN ON PLAN L WHEN (2)'BS' STRANDS ARE #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, TO MAINTAIN A 3' TIE'BS' STRANDS TOGETHER CLEARANCE FROM THE AND INSTALL SIDE BY SIDE BOTTOM OF THE BEAM AS A SINGLE 'BS' STRAND. 54' MAX. SPACING INSTALL ANCHORS SIDE BY SIDE SEE'2-BS' DETAIL BEAM STRAND "BS" DETAIL. 1Z• # 3 REBAR WITH 2-0' BENT @ 45' TYP. @ ALL CORNERS 6 , "2-BS" DETAIL 6' 6' �� S' STRAND ANCHOR N �. 'BS' STRAND ANCHOR SLAB STRANDS FORM BOARD :r —o: CHAIR 2 / U 0 TIE WIRE - CHAIR LESS THAN 54' CHAIR LAYOUT SHEATHING CUT BACK BEHIND ANCHOR (CARE SHOULD BETAKEN TO ENSURE SHEATHING DOES NOT PROTRUDE INTO THE ANCHOR) FORM - "`^"' EXCAVATION TENDON INSTALLATION AT STRESSING -END POCKET 16' (12' MIN.) FORMER CUT PL4,S1c BEAM HERE EXCAVATION WOOD ` FORM COMPLETED STRESSING -END INSTALLATION FIXED -END PLASTIC ANCHOR SHEATHING 3. STRAND 10'-1r STRIP SHEATHING 20d NAIL (MIN.) FIXED -END (DEAD-END) LWOOD FORM INSTALLATION TOP VIEW STANDARD DETAILS G Cn A P.CGl /- / f 1.11 — +1 0 N w D_ U) 9ZOLOLOdld NOTES: h o 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOU woo: •.•`�/ Z kI Z ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A .•' : ; �•.�O�J, ° °C °' MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN 0 j z FOUNDATION SITE CONTAIINS FILL (MAX. 3'-0'5, THE DEEPEN IL ; :) .4 a a BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS.- 00. �Q ; �% aup, ' 3 w FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE ila : • ; • �y a a CONTACT AGTM ENGINEERING LLC TO INCORPORATE ~A. INTO THE DESIGN. �••'••: : •'• e N M w 2, 3000 PSI, CONCRETE SLAB. �1*_•; W ❑ 6 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS � o Q RECOMMENDED. 4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH SLAB AREA. ZO 5. ALL STRANDS 1/2" DIA. - 270 K N 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID (n w UNLESS ACCOMPANIED BY A LETTER FROM AGTM uj co Z ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q M !P } LOT & BLOCK, OR ADDRESS. O � F- 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z = ^ U? 0 Z DISCRETION. OO () o o 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O = N LLI > - vU� SET FORMS, DROPS, HANDICAP RAMPS, ETC., BYLL O f O Z O ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY 1` cm Z 0 O ►� OWNER/GENERAL CONTRACTOR, Z Z O m W Cr 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END O L u F- Z Z > > m REVERSAL IS PERMITTED. V= 0 Ir ZLI) O Z 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE U) Z Lu rn o O In INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. Z p Q U a -iCy) ~Q 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE Z M Cl) AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF THE FOUNDATION AND SLOPE AWAY FROM THE O F- W FOUNDATION A MINIMUM OF 3" IN 5'-0". (n U U OJ O J 0 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS 0- O U ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 0 ANCHORED, MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING t-u r CABLE STRESSING. = T u- N 13. THE FOLLOWING SYMBOL INDICATES DROP IN a cn O FOUNDATION. THE AMOUNT OF DROP AND EXACT 0 r- LOCATION IS TO BE DETERMINED BY PLAN OR AS 1` DIRECTED BY OWNER/CONTRACTOR. 0 LL FOUNDATION: ate. 1. THICKNESS T= 4" Lj,j 2. BEAM WIDTH W= 10" O 3. BEAM DEPTH D= 3311 U 4. AREA = 2328 SQ. FT. ° m 5. EST. CONCRETE = 93 YRDS, 4 g O 6. SOILS REPORT: CME TESTING AND ENGINEERING, INC. m z F- 1806 WELSH AVENUE, SUITE C COLLEGE STATION, TEXAS 77840 4 E ❑ m ❑ cc I PROJECT NO. 26116 DATED: OCTOBER 2, 2006 J W E 0 0—a)REQUIRED.=SEE-DETAILS $ C Q Zen N CO co m .� L j CAUTION: IN THE EVENT THATACABLE C PASSES THROUGH A PLUMBING OPENING, ECAUTION: VIBRATE ALL CABLE LIVE C MOVE CABLE TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. 'R W LU u- J . CABLE SPACING CAN BE ADJUSTED, BUi IN DENSITY CONCRETE ESPECIALLY NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLESTRANDS UJ GREATER THAN 5'-W O.C. COME TOGETHER