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Home My WebLink AboutRES2007-02193, 07-2194o-i• zip O'I.2W4 PREPARED 12/08/08, 12:03:20 INSPECTION TICKET PAGE 3 City of ----------------------.-------------------------------------------------------------------------- College Station INSPECTOR: BUILDING INSPECTOR DATE 12/08/08 ADDRESS . : 2453 NEWARK CIR SUBDIV: CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER GREENS PRAIRIE INVESTORS LTD PHONE PARCEL 184200-2501-0230 APPL NUMBER: 07-00002193 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 11/05/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 11/05/07 AP November 5, 2007 10:24:54 AM kwolfe. Strings On Setbacks O.K. Slab Ground Installed B120 01 11/13/07 RH BLDG, FRAMING -PARTIAL TIME: 17:00 11/13/07 AE November 13, 2007 8:32:29 AM kwolfe. APA FRAMING 11/13/2007 04:06 PM RH PDA Install base anchor brackets at garage. By framing. B115 01 12/20/07 RH BLDG, FRAMING TIME: 17:00 12/20/07 DP December 20, 2007 11:59:09 AM glsouth. December 20, 2007 4:41:45 PM kwolfe. fireblocking for fireplace joist hangers - need doors installed properly tape seal holes & seams B115 02 12/28/07 OC BLDG, FRAMING TIME: 17:00 12/28/07 AP December 28, 2007 9:04:19 AM kwolfe. B130 01 1/02/08 RH BLDG, INSULATION TIME: 17:00 1/02/08 AP January 2, 2008 8:56:16 AM acarter. B125 01 12/08/08 111 p� BLDG, FINAL TIME: 17:00 4!✓ December 8, 2008 10:54:33 AM ccourt. -------------------------------- ---- COMMENTS AND NOTES ------------------- I Ci1 PvSe 1 d- raaj You +kaea. 1% WF0950000 / 001 City of College Station 'r PAGE 1 REQ. DATE: 08/10/07 08/10/07 8:17:14 LOCATION: 2453 NEWARK CIR LOC ID: 203994 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 08/10/07 SCHED COMPLETION: 08/10/07 ******************************************************************************** JOB ORDER RESULT CON14ENTTS TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT Propedy Ownerl CLASSIC CENTURY HOMES �^ , (q� Location to be Treated: 2453 NEWARK Approximate Measures to be lreat.ed: 3324 lRercentage of m• to • - applied at this! I . Foundation: SLAB Sidina: BRICK Primary- RESIDENCE i •• •mposlilm labelof - r fm- inaecticide has been attagzhed as part of document. A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMAT►ON (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 TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONOrrIONS THAT COULD DEVELOP AS A RESULT OF THE OWNERS ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED. Charges for pretreat NOTES: Annual re-newal: SEE ATTACHED SKETCH BUILDERS SUPPLIES SKETCH! PLAN $369.82 $'130.00 32129 PT 10/3112007 Ca or TeeItInci n SPCS Oomse H 32129 PT t,-d £Z8£ 069 6L6 SO/8 - 400 139£: l l 60 Z 6 ref BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840° P�IONE: (979) 764-3570 FAX: (979) 764-3496 -w_- ==-' http://bpinspect.cstx.gov --------------------- ------------------------------------------------------ Application Number . . . . . 07-00002193 Date 8/07/07 Application pin number . . . 745011 Property Address 2453 NEWARK CIR Property ID: 184200-2501-0230 R #: R303661 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE PH 5 SEC 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 177408 Owner Contractor ------------------------ ------------------------ GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 --- 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 SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 2688.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 3.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 517433 Permit Fee . . . . 694.00 Plan Check Fee .00 Issue Date . . . . 8/07/07 Valuation . . . . 177408 Expiration Date . . 2/03/08 Qty Unit Charge Per Extension BASE FEE 460.00 78.00 3.0000 THOU BLDG, VAL 100001-500000 234.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Foundation and Framing. ------------------------- ---- - - ----------- ---------------- 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 2 Application Number . . . . . 07-00002193 Date 8/07/07 Application pin number . . . 745011 ---------------------=------------------------------------------------------ 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. DRIVEWAY DISTANCE FROM CORNER: "NO RESIDENTIAL DRIVEWAY SHALL BE CONSTRUCTED WITHIN TWENTY FEET (201) OF THE CORNER OF A STREET INTERSECTION. THIS MEASUREMENT SHALL BE TAKEN FROM THE INTERSECTION OF PROPERTY LINES AT THE CORNER." ALSO NOTHING SHALL BE CONSTRUCTED IN THIS TRIANGLE TO IMPAIR VEHICLE DRIVERS VISION. 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 DO HEADE - 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 . . . . . 07-00002193 Application pin number . . . 745011 Page 3 Date 8/07/07 Special Notes and Comments 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 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 PAIR LEZ-.- GE ------------------------------------------L'.c--------------------- 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 4 Application Number . . . . . 07-00002193 Date 8/07/07 Application pin number . . . 745011 ---------------------------------------------------------------------------- Special Notes and Comments 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 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 SOU CE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18 OVE E F OR�I BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS•AVENUE, COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 , http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 07-00002193 Date 8/07/07 Application pin number ---------------------------------------------------------------------------- . . . 745011 Special Notes and Comments PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- Credited ---------- Due ---------- ----------------- Permit Fee Total 694.00 694.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1444.00 1444.00 .00 .00 6v• - ------------------------------------------ j-4-4-- ua ---------------------------- BUILDING DEPT REPRESENTATIVE: __— APPLICANT: TEMPORARY POLE PERMIT �. CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 ' PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002194 Date 8/07/07 Application pin number . . . 859170 Property Address . . . . . . 2453 NEWARK CIR Property ID: 184200-2501-0230 R #: R303661 Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE PH 5 SEC 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ GREENS PRAIRIE INVESTORS LTD ------------------------ CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc GS Permit pin number 517441 Permit Fee . . . . 20.00 Issue Date . . . . 8/07/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited -------------------- Due ---------- ----------------- Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 - APPLICANT: Jun 20 07 02:04p Uch - B/cs y /y byU ;562:9 p.[ "r Carr OF `�R?G��S�AT3otJ ADDRESS/LOCATION: APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77040 (979) 764-3570 (070) 784-3490 FAX WWW.CSTX.GOV For to Uw Orly OATE� C RE/G/� APPLICATI DNA TEMP POLE 0 �' LOT 2 3 BLOCK 1 SUBDIVISION -(2(JS'rLC- A re:- ✓ SECJPH BUSINESSIOWNERNAME: CG,A551 C, rthh 4QK1C5 PHONE:_I'gl)'. 96 55 CONTRACTOR/HOMEOWNER:O,LA55(C .Ek)'(}kL� PHONE: CONTACT PERSON FOR REVIEW COMMENTS: rR�D at�RR15 PMONE:q�40-3S 4 FAX: ('0 '39 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; �i/t/CyLrnf%lrJlG y ��s�,tJT,fL. PROPOSED USE: HOMEOWNF-RASSOCIATION/ARCHITECl'UAL OR DESIGN REVIEW COMMITTEE APPROVAL yC'S TEXAS ACCESS(BI �S,TANNWD Q (rAS)�JEC'� REGISTRATION# EASPFW &I/A VALUATION: $ I (c/% TOTAL AREA:3324 HEATED AREA: 2(p g (Cost o1 Labor aM Maiarials) ZK PUBLIC SEWER El SEaTio/rREATMENT SYSTEM SEWER TAP: _q %t__ 3 WATER TAP: 3 s� a OTHER TAP: arrE TEMP PoL e GARAGE TYPE: SINGLE Q ATTACHED FZA NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: 8P `C e FOUNDATION TYPE: �O-�T u ROOF TYPE-: '(1/1Q�S DOUBLE TRIPLE. a IETP C.�FD CARPORT SIGNATURE OF APPLICANT: 'If proposed work involves new commeroial eo slxuctlo or Hc9de improve slrenovations to an existing commercial property, building elevations are uired. 004040o0 0*004eee6*40404++ ++ a+ +s: M— --7 • Ofircial Use Only rip Plans Examiner Zoning Official Fire Mgshall �r, w- e54AlleAd d-J jgarVienta: L CYSOor NO Jun 20 07 02:05p Cch - B/cs yiy byu 30L3 p.3 Energy Code Compliance Information Ma 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 „-T / —3 c. 3 � "510, . Chemical Termiticide Treatment (Soil Treatment) Chemical Termiticide Treatment (Field Applied Wood Treatment) ® Physical Barriers Q Other *Verification of Application shall be submMed, to the City of College Station Building Department prior to issuance of the Certifleate 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# 3 DATE: _ ZZ _0 -7 BUILDING ADDRESS: 02 y I. Foundation Requirements- Minimum City Foundation Standards NA/ K 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 K II. Framing: Floor, Wall, Ceiling and Roof Requirements A/ 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 O 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 plan 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. 111. Stairway Requirements OK OK 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 N A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening ? 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NAT, 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 11 PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi NA/ B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements NAPV 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 NA/ Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 N Does not block an water course or divert an flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." ""PLANS EXAMINER a -o7 DATE FRONT ELEVATION RIGHT ELEVATION REAR ELEVATION LEFT ELEVATION 5 GOLOLOdM9 .� OHO • ' W! • N til _ •� �� 3a . REAR b;.• ;d �• �� Ltd.••.• : < :..• � �' � � cn u'] W2 ~ ~ O Q = o n uj OOJ O a CCU)(OQUU J � p � N U cr Q Z o Z O MB W 9 ZCc: Z L�VoZi� cc" —Zm g� 0 W — O to Q mN~ �• N Q ~ Z to m C) 0 a J J 0 LEFT RIGHT o LU T O N O O a. k m 0 U m 0 4 m u I— mn o Q � � w o ai o rt _ k W E .. n. ' DETAIL cd � �� CL n Q M�J ID n I2' Iµ C Z ; cm. 0) W Q1 � FRONT uw 07 a Q W - BRICKLEDGE WHEN APPLICABLE 12AR WITH 2-0' 3 fR BRICKLEDGE WHEN ✓ }• ✓ , 45° TYP. @ CORNERS �5'p 1 •' BRICKLEDGE ' WHEN ✓ APPUCABLE � •' �. APPLICABLE SLAB STRAND' L4:6::'=6' CHAIR WHERE APPLICABLE b - CHAIR FP CUSHION I L CHAIR "Z-BS° Z CUSHION 4LSAND, TYP. _ _ _ _ _ _ P —' — — — _ _ _ — b,9 CUSHIONSAND, DETAIL il'P. TOP OF POST -TENSION STRANDS TOP OF GRADE POST -TENSION STRANDS WHEN INDICATED m �' 0 b '<�-?: I �— - SAND, TYP. TOP OFcv �� I ADS 66 'A STRAND ANCHOR GRADE •, (, WHEN INDICATED ON PLAN, TYPICAL ON PLAN, TYPICAL 2- 05 BARS ¢a w0 ¢O O ". .,... •.P •:•. CHAIR GRADE •� WHEN INDICATED ON PLAN, TYPICAL in LL _ _ ,•!, I• DRAPE BEAM STRAND •' DRAPE BEAM STRAND DRAPE BEAM STRAND 0 _ �'. WHEN INDICATED WHEN INDICATED WHEN INDICATED 'I ON PLAN, TYPICAL ON PLAN. TYPICAL p ON PLAN. TYPICAL #4 BARS p h H #3 SUPPORT STAKES VAPOR RETARDER SEE PLAN FOR @ 12 O.C. EACH WAY O UNDISTURBED 'BS° STRAND 03 SUPPORT STAKE TYPICAL }] ! F.P. DIMENSIONS SOIL GRADE ANCHOR I # f ^ 2- #4 BARS VERTICALLY SLAB STRANDS DETAIL "A" D ETAI L "Al " SPACED O.C. AS FORM BOARD ( DETAIL "EII N REQUIRED PER BEAM r DEPTH - a CHAIR NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) '� WHEN #4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE • ✓ ✓ BRICKLEDGE APPLICABLE SUPPORTS @ Or FOUNDATION FOOT PRINT AREA TO INSURE THAT SETTLEMENT DOES NOT OCCUR, THE ¢ aa D.C. BOTTOM OF THE PERIMETER BEAM MUST . 1- #4 BACKUP BAR PENETRATE UNDISTURBED SOIL A MIN OF 12i STANDARD DEEPEN L7 r o TIE WIRE • I ...��.,._.....�.. DETAIL CHAIR - CHAIR `CHAIR CHAIRBEAM LESS THAN 54' ° / / .e •: �� SLAB STRANDS CHAIR LAYOUT SLAB STRANDS SLAB STRANDS WHEREAPPUCABLE WHERE APPLICABLE WHERE APPLICABLE BEAM STRAND 2- #5 BARS O.C.E.W. #4 BAR WHERE BEAM STRAND DRAPE BEAM SLAB STRANDS - APPLICABLE WHERE _ STRAND SHEATHING CUT BACK BEHIND ANCHOR APPLCABLE - WHEN INDICATED - E' (CARE SHOULD BETAKEN TO SUPPORT STAKE y� #3 SUPPORT STAKE N "' .'• I H ON PLAN, TYPICAL. ENSURE SHEATHING DOES NOT p p �/ P� CHAIR 3, PROTRUDE INTO THE ANCHOR) �, ,�%-i •• Oq 12 DETAIL "B" DETAIL "B111 STANDARD v WHEN DETAIL "G" DROP DETAIL - BEAM FORM BEAM EXCAVATION BRICKLEDGE WHEN APPLICABLE l ,p.WO BRICKLEDGE ppP APPLICABLE �0 I BRICKLEDGE BRICKLEDGE TENDON INSTALLATION BEWHEN WHEN APPLICABLE AT STRESSING -END a Z 1-#4BACKUP BAR g 04 BARS @ 12. O.C.E.W. . ' m tiN � ? - . ;; �'• y , ° . ,, . ;;�,' -1- #4 BACKUP BAR SLAB STRAND •'"�• ° CHAIR mJ� - _ - CHAIR } �CFWR • � , • � _. � r POCKET N ' ;Y FORMER TOP OF "'.'.. GRADE . Y : SLAB STRANDS ..•. TOP OF :: ' � ' I I SLAB STRANDS tr .: SLAB STRANDS l 16'(12'MIN.) • ,; ., • . .. WHERE APPLICABLE GRADE - �•' i.- WHERE APPLICABLE0 _ ` APPLICABLE WHERE,CHAIR DRAPE BEAM STRAND 2- #5 BARS �� ., . ° .,' - WHEN INDICATED DRAPE BEAM � ¢ 1 � O.QE.W. ° 9 ,' SLAB STRANDCUT PLASTIC ON PLAN, TYPICAL STRAND TOP OF = • DRAPE BEAM - :' •. � '• ' ' ~`� HERE BEAM 0 M WHEN INDICATED GRADE �• 1 3 0'L AX W BEAM STRAND EXCAVATION FORM . ON PLAN, TYPICAL : ' �" WHEN INDICATED AS SPECIFIED m H VT r ON PLAN TYPICAL 1•#4 FOR L=14'OR LESS PL ;Y,' 2- #4 FOR L=1s TO 25• COMPLETED DETAIL "C" DETAIL "Cl" p •F s E: DETAIL°F' 3 #4FOR L=2sio3s STRESSING -END INSTALLATION SUBTITU� D [FORSOTAN BE DETAIL 'IF" °. D ETAI L "F 1 " BRICKLEDGE WHEN DETAIL 1 APPLICABLE 'S' STRAND AS BRICKLEDGE WHEN SHOWN ON PLAN 1�' MIN. 3#, r ✓ APPLICABLE PLASTIC PLASTIC . N FIXED -END - 1#4 BACK UP BAR NOR � ACH STRAND :..::... - ... -:.• CHAIR ;- 3'}• ro CUSHION - CHAIR SAND. TYP. - CHAIR - 17 10'STRIP TOP OF POST -TENSION STRANDS .�;i,';"• SLAB STRANDS WHERE APPLICABLE Z `i • • SLAB STRANDS SHEATHING GRADE WHEN INDICATED a WHERE APPLICABLE 20d NAIL 'BS' STRAND AS ON PLAN, TYPICAL #4 BRAS @ 12 (MIN.) STIRRUPS STIRRUPS WHEN SPECIFIED 'N - o.C.E.W. 2 X 0 TYPICAL SHOWN ON PLAN WHEN °STRANDS ARE FIXED -END (DEAD-END) WHEN SPECIFIED • • •-+�' DRAPE BEAM #3 STAKES AS REQUIRED SPECIFIED ED IN THE BEAM, WOOD FORM INSTALLATION M p IY � m STRAND TO MAINTAIN A 3' TIE •BS' STRANDS TOGETHER TOP VIEW p 3- #4 BARS 3- #4 BARS V� WHEN INDICATED CLEARANCE FROM THE AND INSTALL SIDE BY SIDE TOP & BOTTOM. TOP & BOTTOM. p M ON PLAN, TYPICAL BOTTOM OF THE BEAM %S A SINGLE'BS' STRAND. ' ' 1�00 �55 54' MAX. SPACING INSTALL ANCHORS SIDE BY SIDE _ SEE •2-BS° DETAIL STANDARD DETAILS DETAIL I'D" DETAIL "H" DETAIL I'M" BEAM STRAND "BS" DETAIL +1 a v cn @ N r- S24 U 5 SPACES p 4'-2"t LNa m LO N fn -- !n N (n--- co 2 S PACES p 3'-8" t 1,3 SPACES @ 3'-2't 5 SPACES (P V-11"t I I 14. !I I () U) m ai U) ---------�L-------- -------�L ------- ------- r--- ir--------� I II II -- - r-- -- - r ------- --�i I II II I I II I II 3-#4B II 88" TYP I I I I I I I I I 11 t l o I I O I IFq I Icc I I I I I II II I 1 1 ran II I I I I I I II II II L - - - - -----� L--------J tl L-----JI L----- I II -J L - - - -----J L ----- - II II 11 I II II 11 II II II. II 11 11 I I I I I 1 1 II II 11 II I II I I I iq II Ilih II II II I II II B II II II II I II II 11 L----------JL--------J L_-----1 L- II II -----J L--------J L ---�� r----------� r----------I r------i r- -----I r---------- r - - - - - - 9'-10" 1 1 T-4" I I I I t&A 1" I I I I11 111 i— I I I11 II II II I II II 1 I II II I I II II 11 II II II II II III II II T'� II II 11 II III L---------JL--------- L--- -J L - - - - - - - J L - - - - - - - - - J L ------- �------ i ---�r--------ter-- II II 11 II II ------ I I P II II II 11 I I I ROP I II II II II I I iq I I I II II I DROP I II II I II II L_ __-_ II II _ r ------ - � r ------ NBS21 L II A I II I -� I I I I im I II I I II I L�___-_JL A I II I II I I II� I I III IIr I II I L _ E3 600LOLOAd NOTES: * • �h 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION,61 ajl••.•• •.•j ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A �,• 5�� MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN "�: • p Ott) • J DIAGONAL FOUNDATION SITE CONTAINS FILL (MAX. 3'-0'), THE DEEPEN : W BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. O . FOR SITES WHERE FILL IS GREATER THAN 3' i-0", PLEASE ;� t��'• S23 CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS Y6'•• Qj� B 24 INTO THE DESIGN. �� '•..e a ;.•'��`Y/� 2. 3000 PSI, CONCRETE SLAB. - E +1 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS `�'►V��•� S23 a RECOMMENDED. 4. PROVIDE AS MIL POLYETHYLENE MOISTURE RETARDER `D BENEATH SLAB AREA. Z S23 5. ALL STRANDS 1 /2" DIA. - 270 K. O Un co 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID S61 UNLESS ACCOMPANIED BY A LETTER FROM AGTM ~ W r��c� W �- BS82 ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q Y H y LOT & BLOCK, OR ADDRESS. C, O I- 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z = ^ LO W W z S61 DISCRETION. _= j o J J p 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O O0 X c� (co Q W S81 SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY U) p N UU ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY _ CD Y O 2-BS82 OWNER/GENERAL CONTRACTOR. z Z" o a O 0 Q S81 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END O W F- Z z cn �: m REVERSAL IS PERMITTED. - V= Z' z Y Z p S61 c 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. z Fn p Q m u Q Sal 11. DRAINAGMAND PAWAY E. THE FINAL GRADE Cn N N U) BS82 AROUND THE8" BELOW THE TOP OF a THE FOUNDAROM THE !"' U O OJ W861 oFOUNDATION � J O o 12. VIBRATE CONCRETE Q ALL CABLE LOCATIONS a 0 S81 ESPECIALLY AT CORNERS WHERE SEVERAL.CABLES ARE .3 BS82 ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING S81 CABLE STRESSING. i r o O 13. THE FOLLOWING SYMBOL INDICATES DROP IN N S81 FOUNDATION. THE AMOUNT OF DROP AND EXACT o p LOCATION IS TO BE DETERMINED BY PLAN OR AS o S81 DIRECTED BY OWNER/CONTRACTOR. o Sal ILL H 2-BS82 a S2 FOUNDATION: o S24 1. THICKNESS T= 4" m @� 2. BEAM WIDTH W= 110" O BS25 3. BEAM DEPTH D= 28" 8 4 S24 w 4. AREA = 3358 SQ. FT. 5. EST. CONCRETE = 1113 YRDS. m o a S24 o Q S24 BS25 00 O—STEEL REQUIRED. SEE DETAILS J W n E �' Q�'m � g$ W CD O�aU CAUTION: IN THE EVENT THAT A CABLE •C lL N PASSES THROUGH A PLUMBING OPENING, CAUTION: VIBRATE ALL CABLE LIVE MOVE CABLE TO EDGE OF OPENING. AND DEAD, ENDS TO ENSURE MAX. W 1 j L J CABLE SPACING CAN BE ADJUSTED, DENSITY CONCRETE, ESPECIALLY F- u Q NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLE STRANDS a Q W GREATER THAN 5'-0" O.C. COME TOGETHER 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 Blk Subdivision Address City County State 23 1 Castle Gate 2453 Newark Circle College Station Brazos TX A site specific soils report was not provided. The foundationhas been designed based on the following soils conditions. Soils Laboratory Brazos County USDA Soils Survey Allowable Bearing Pressure P.I. 1200 psf 36 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (GRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647. PTF0707009 71612007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com 77.65' 10' P.U.E b' r - - - - - - - - - - - - - - - - - - - - _ M � O I O Ir M I I I I I - - - - - - - - - - - - - - - � I I I - - I I I I I I I I I I I I I I ONE STORY I I SINGLE FAMILY W I ►-� I BRICK RESIDENCE I PLAN # 2688 aI �I I - o N `n I I cot on 15'-11 17/32" — I I 25'-0" I I I I 18' CONC. I DRIVEWAY I I \ C 12'-0" cl -- t - ---- - - - - -- _ _ 57.5' 5' P.U.E I Mr.% 2453 NEWARK CIRCLE LOT 23, BLOCK 1 CASTLE GATE COLLEGE STATION, BRAZOS CO. TX FLATWORK 916 SQ/FT GRASS 220 YDS O O N BRICI W 1" PROJECTION I,Au .l.E� IZh d x o UL In Tx 1'6" AR TR DL 1/1 MULLED (2)1'6" x 6' DL 111 ROWLOCK Tx 1'6" AR TR TO SURROUND WINDOWS PLAN# 2688 CS,� • Century Homes ADDRESS 2453 NEWARK CR LOT 23 BLK 1 SUBDIVISION CASTLE GATE 58'8" (Ao(j-&u ?Aowe f - 21' 10" 16'0" 20'10" 18'2" 3-8. Cv 3' 8* x 6'0" y a, . 6'0* 3'8* x 6' 0' 3'8" x 6'0" --------------------------------- ;o 0) nl b FAMILY MSTR SUITE Eo 8'- 9'CLG 8' - 9'CLG 13'0" 3-0- lalialimmalill Illisailaiialilill ilia lifillail 5111" L 5'7" L 3-8" 2' 4" L 414" .— PORCH I -------------- --------- ------ io 10'CLG L 10r Orr zr CD REAKFAST b 8'- 9'CLG 42"T --------- KS LJLJj 3'8'x 8'(r 3'8. Ir 0* 3'1'xB b 8'CLG w KITCHEN 8'- 9'CLG -8- L 3' 8- 6 0.. T b) E= ZOO ;o N b N 17'11* y 4-8- 10. 3-8- 1211' Go a 1'4 LIN 10'CLG R M6 1 11 (56-2- - U 5* LIVING LIN 1-4- Ld ur 10'CLG B 00 2-6- 2'0* 2 4-7" 2-4- 6- 00 b 00 ;o in PLANT SH @ 8'6* 4'10* 1 P 9 314* , -------------- :[ 28' . ......... -- -- -- z z z - 6 2" N 1 u 4-0- NL 2.4ih 6- 7r 00 -------- ---------- 10, CL 3 z 01 ----------------- --- 2-8- .1 6-3- 1 10-1 3-8- DINING:: I 8- b- BOX 11 FRI ill 9" 3-8" 7'10" 5-2- 11 2" 6- 12' 11" BDRM 2 D zo BDRM4 8'CLG 8'CLG I ---------------------- I L Z8* b BDRM 3 , ------------ WH 9'CLG 10, C Lp 3'10 12-5- 12' 10".. - ----------- FOOTAGE [WINDOWS SEEELEVATI �)NS FOR 1.4- 4' 0" 1.4- LIVING 2688 4 SIZE A D LOCATION FRONT PORCH 31 NOTE: 1) SHABED WALLS TO 2" x 6" FOR PLUMBING BACK PORCH 138 2) ALL EADER HEIGHTS TO BE 6'1(" UNLESS OTHERWISE NOTE D zo GARAGE 471 ;o 3) PROWDE TEMPERED GLASS WHF RE NEEDED TOTAL 3324 b in P AN # 12688 11 sic tury nes ADI,REss 12453 NEWARK CT Cen Ho, LOT 123 BLK 1 LS�BD ISION ICASTLE OATE mamv,... .—wpv.,d4" C14 GARAGE COPYRIGHT 1998 8'CLG FRED BURRIS --------------- --- 11' 2" 11'4" 6-8- 7-6" 22'0" 58-8" ROOF A5 5ELECTED 9 8:12 REAR ELEVATION NOTE:1) Foundation anchor bolts at PLAN # 2688 lessic ADDRESS 2453 NEWARK CR LOT Century ! BLK Homes SUBDIVISION CASTLE GATE u.•",. o..�m��.. 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. 00 3) All lower sole plate to be 4) Provide hand rails on all stairs/steps Pressure treated as per with a minimum of 2 risers as per sec. R323. All fasteners sec. R315. (min. stair tread 10": to be hot dipped galv. steel, max. riser 7 3/4" sec. R314.2) stainless steel, silicon bronze 5) Masonary veneer anchorage of or coper only as per sec. R323.3 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. 0 n ------------------------------- MSTR SUITE 8'-9'CLG BLOCK & WIRE FOR FAN ONLY 8' CLG 7 " BDRM 2 8' CLG ceiling fan spotlights 1 ® fluorescent fixture p pot light s=&.L.sL& Ivanity bar light ® Ifan light outlet outlet 220v outlet gfi ® smoke detector $ switch switch 3 way BDRM 3 9' CLG PORCH 10' {CLLG 'T ----------------- I I ; II, 4^, ,1 I ' 1 1 11 1 ftj di I FAMILY 8'-9'CLG ------------ 8'-9'0LG LIVING PANTRY - - - 1Q�CLG a oonn lyu I 1�� I I1 1•L•- •T I I }T_____________ 10- CLG i --------------------- I I % I I II II II II FRZ' if II i4 II � DINING I 8' 9' Box D } 10' 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 series w/ battery backup power as per sec. R317 3) Provide 110 outlet & light near HVAC unit for service with switch. PLAN # 2688 ELECTRICAL PLAN lassie Centur Homes ADDRESS LOT �me Ownership Affardrtb Q. KITCHEN -� 8 - 9 ;CLG REF ip ip'" ipr 0 ..J • BDRM 4 8' CLG GARAGE COPYRIGHT 1998 8' ct G FRED BURRIS IYPIfAL 1x4 SDnvO fixrG10R WAIL: SHINGLES IrLluTnmc clwroaollsnm vEHrBwf3lESF. M•nc 'tea' x h, SrUe3G 16'u. FIT 11—sysrEM: GDS ATRIdiE ro BEIMTALLEDSOTIAT W T&GL`SnwR AIt nAP'CS NOT 0.ETrtl('IFD tU 9ATTIISWA c,` Im YPslml aoAan COBmaEE PA(AD MDnaC%NFBS mTER3m,Enar Exca'EEx '0". uaRIPTEts@M'oc _ INrtxroacOuno Flxlsx 3x,a0T10MPIATE Ul PLVxUCx)SmA`n NG H EUPS BAIT INSUTAnON FUR :.' OF F-1 PTAINE0.nGIRUDLRING MKALT%, Rtlp; E%hvroR WALL: TOPIATE3 FASCIA ,•FILE a0.1LX MErAL eucxlw.s I• Aa13P I?BARNUERNG TI AI B M'UFIILOE lM . SrUC 0 IS',.. F1.00RTSBN col EOWLLYBlA®vFNFS DFrroptnE 0.M fiAR06D1ATRM BATUD IP'EEP VEN3EVFAY 3tDatRa (a PO.0 @eo. 1?SHEErROp; ATaOnON) MBTIL BRIIXT2t METAL aRILxlrEs 1'Aal31ACE I'ARSPALE Irvuwrxnro Ir avwrlm,D AI8 aAMD:0. All, RAR?m h4SoJCSLR — h,s=@IS•oC ,,, aATLiN3ULATroNI Rn—IASDLATroN ?SMMICLR INI ITS141FROCK :x, wmoM ruFa rRE3T03 u4 J° • 9; ALLSLV3 dMENBNNSIW(%NGSES, 1 aRFINIORCGIEYFTU Bl ULT!]AONlLaY PI °, P 11� FVGLVEER TYPICAL ROOF in' SNNGLES PLYWOOD SNEATHING c/W W CLIPS MIN. 7"X6" CONTINUOUS RAFTERS o 24" o.c. BATT INSULATION AIR VENT BAFFLES oza° o.C. ROOF PI' END AT RIDGE TO BE INSTALLED r SO THAT AIR FLOW 15 NOT I 1✓/' RESTRICTED F(OVERNAN WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIRSPACE IR" SHEATHING 2"N4" STUDS a 16" o.c. BATT INSULATION CITY OF LOCKWART VY SNEETROCK TYPICAL ROOF OVERI-IANCs DETAIL Sx Rfra M .gin rus I•A@SPAcE ICSHGInm AIR RAWFI T%, Snms g lv— R13"ITD31RArxR, U SREEI9MS ALLS ABUIXE AIUAS HCY)E4Q R!]N3D0.flAthlRlo BEULTF]UUNFD 03' j �.; .4 UiGI1ffF1 :.a .r TOP VIEW ,6 CHIMNEY CAP FLUE CHIMNEY 2X4 BAND ; CAP 2X4 BAND 2X4 FRAM G,' - N I MEMBER - 2'- 45 - 2X4 FRAM MEMBER SIDE VIEW OSB SIDING - TYPICAL WALL DETAILS 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) 2003 IRC code. 3) All lower sole plate to be Pressure Created as per sec. R323. All fasteners to be hot dipped gale. steel, stainless steel, silicon bronze or caper only as per sec. R323.3 4) Provide hand Fails 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 SPHERE SHALL RENRN ENDS M per sec. R703.7.4.1 and weep boles NOTPASSMU Q" WALL OR POST at a maximum of 33" U.C. as per HANDRAIL 1 IM• MIN. Q Z sec. R703.7.6. T02vr MAX.Svs so ..................... o 18" FLOOR SYSTEM ----------------------------------------- ----- DC IN. TREAD d w >< (3)2xl2 STRINGERS 5 V >< 5/8" TYPE DRYWALL x x i UNDER STAIR STRINGERS a V u HANDRAIL n 34"-38" MAX. to FIRST FLOOR �O 7 STAIR DETAIL IRC 2003 'JIIIG 2' 4" 10' 0" MIN. Z I I _ I I O I I SM p hustc Century Homes Making Home 0—anhip Affordable Area Calculator: Add to Library Window Name Assembly Type Quantity Width xHeight Unit = Area Total Area U-Factor SHGC Comments/ Description 1 3'8" x 6'0" Metal Frame, Do 6 3'-8" 6'-0" 22.00 132.00 ft2 2 4'0" x 4'0" fixed Metal Frame, Do 1 4'-0" 4'-0" 16.00 16.00 ft2 3 3'8" x 8'0" Metal Frame, Do 3 3'-8" 8'-0" 29.33 87.99 ft2 4 1 ITO" x 60" Metal Frame, Do 2 1 3'-0" 6'-0" 18.00 36.00 ft2 5 2 - 2'8" x 6'0" mulled Metal Frame, Do 1 5'-4" 6'-0" 32.00 32.00 ft2 6 3' x 1'6" AR TR Metal Frame, Do 2 3'-0" 1'-6" 4.50 9.00 ft2 7 2 - 3'0" x 6'0" mulled Metal Frame, Do 1 6'-0" 6'-0" 36.00 36.00 ft2 8 1'6" x 6'0" Metal Frame, Do 2 5'-4" 6'-0" 32.00 64.00 ft2 0.650 0.340 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Window Area Total: 412.99 07/03/07 15:42:09 1 /1 Area Calculator: Assembly Type;=0101111=�MMW Comments/ Description Door Area Total: 73.34 07/03/07 15:42:09 1 /1