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HomeMy WebLinkAboutRES2007-03431�t•34a 1 r City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . Legal Description . . . Property Zoning Owner . . . . . . . . . Contractor . . . . . . 3/10/08 3/24/08 184200-2501-0080 2483 NEWARK CIR COLLEGE STATION TX 77845 CASTLEGATE PH 5 SEC 2 CASTLEGATE SEC 5, PH 2, BLOCK 1, LOT 8A PLANNED DEVL DISTRICT GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES 817 561-4369 Application number 07-00003431 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . Special conditions11 t_i. Need address bl ck. Approved . . . . . . Bu ding Offi-16ial VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 3/05/08, 12:01:59 INSPECTION TICKET PAGE 14 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/05/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 2483 NEWARK CIR SUBDIV: CASTLEGATE PH 5 SEC 2 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER GREENS PRAIRIE INVESTORS LTD PHONE PARCEL 184200-2501-0080 APPL NUMBER: 07-00003431 RESIDENTIAL, 1 UNIT DETACHED NEW ---------------------------------------------------=-------------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------ ----------------------------------------------------------------------------- B100 01 12/28/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 12/28/07 AP December 28, 2007 9:03:02 AM kwolfe. Strings On Setbacks O.K. ? Slab Ground Installed B120 01 1/07/08 OC BLDG, FRAMING -PARTIAL TIME: 17:00 1/07/08 AP January 7, 2008 10:52:05 AM acarter. apa framing B115 01 1/25/08 OC BLDG, FRAMING TIME: 17:00 1/25/08 AP January 25, 2008 10:40:00 AM kwolfe. B130 01 1/29/08 OC BLDG, INSULATION TIME: 17:00 1/29/08 AP January 29, 2008 9:59:18 AM glsouth. B125 01 3 05/08 BI BLDG, FINAL TIME: 17:00 4� �O e L March 5, 2008 11:55:36 AM_ acarter. ADDRESS BLOCK IS ON BACKORDER. -------------------------------------- COMMENTS AND NOTES-------------------------------------- Date: 3/5/2008 Inspection Comments for Final, Permit Year: 7 permit Number: 3431 Address: 2483 NEWARK CIR Type inspection Type Code siac�s Inspection Result Comments Description B100 BLDG, FOUNDATION -SLR IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION-SU IC Slab Ground Installed M100 MECH, ROUGH IN IC 01/15/2008 04:10 PM RH PDA M100 MECH, ROUGH IN IC Connect bath exhaust and drainline by framing. Page 1 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT CLASSIC CENTURY HOMES 2483 NEWARK Approximate Measures to be Treated: K-Wil Percentage of Termticide(s) to be applied at this location: 0.06% 87GAL Type of Treatment: Eull Partial XX Vertical X HorizontaftPerimeter Beam XX_ A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (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 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 $283.62 $130.00 32129 PT 12J2212007 Ca orTeehinclan SPCB license B 32129 PT 6'd £Z8£ 069 6L6 SO/8 - 400 a 6£4 6 80 LO aeN WF0989241 / 001 City of College Station PAGE 1- REQ. DATE: 12/17/07 12/17/07 13:52:01 LOCATION: 2483 NEWARK CIR LOC ID: 204024 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/411 ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/17/07 SCHED COMPLETION: 12/17/07 JOB ORDER RESULT COMMENTS BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 17840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 07-00003431 Date 12/17/07 Application pin number . . . 865268 Property Address . . . . . . 2483 NEWARK CIR Property ID: 184200-2501-0080 R #: R303646 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 . . . . 133320 Owner Contractor ------------------------ GREENS PRAIRIE INVESTORS ------------------------ LTD CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 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 2020.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 540831 Permit Fee . . . . 562.00 Plan Check Fee .00 Issue Date . . . . 12/17/07 Valuation . . . . 133320 Expiration Date 6/14/08 Qty Unit Charge Per Extension BASE FEE 460.00 34.00 3.0000 THOU BLDG, VAL 100001-500000 102.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Slab and Bracing *ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING ------------------- BUILDING DE 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 . . . . . 07-00003431 Date 12/17/07 Application pin number . . . 865268 ---------------------------------------------------------------------------- Special Notes and Comments 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 *PLATFORM FOR MECHANICAL EQUIPMENT :ANDL/RACCESS MAY HAVE TO -----------------------------------j------ N`--- --- - -'----------- BUILDING DEPT EPRESENTATIUjE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 110,1 TEXAS AVENUE, COLLEGE STATION, TX 17840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 07-00003431 Date 12/17/07 Application pin number . . . 865268 ---------------------------------------------------------------------------- Special Notes and Comments 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 TO BE VISIBLE FROM ROAD *WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI *RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE *For residential applications with a glazing area that exceeds 150 of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. *PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 110,1 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 07-00003431 Date 12/17/07 Application pin number . . . 865268 ---------------------------------------------------------------------------- Special Notes and Comments *SMOKE DETECTORS MUST HAVE 31 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 1811 ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 411 350.00 WATER TAP 3/4-1 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited _ Due ----------------------------------------- ----- ---------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 17840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Permit Fee Total 562.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1312.00 07-00003431 865268 562.00 .00 .00 .00 750.00 .00 1312.00 .00 Page 5 Date 12/17/07 .00 .00 .00 .00 ---------------------- ----------------:---------------- BUILDING DEPT REPRESENTATIVE: - �. zy APPLICANT: Jun 20 07 02:04p 979 690 3823 p.2 Cch - B/cs S4 ?' 1-5'O IQ TEMP PoLE GARAGE TY 3EC/PH�—Sj PHONE: I- 'Am •AAqC� CONTRACTOR/HOMEOWNER: �-A55(C Ty t-I f &46S PRONE: CONTACT PERSON FOR REVIEW COMMENTS: rRL D L)(R15 PHONE:9���QQ- ?,S FAX:Q��(OQD'3Q`� EMAIL: cn y dp faRl LyGE STeY,P101`t Pl++ni y � � i'O it+(oitsN � J f 5i'u vte d APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77640 (979) 764-3570 (079) 764-3496 PAX WWW.CSTx.GOV ADORESS/LOCATION: 'J LOT ' BLOCK _ L— SUBDIVISION BUSINESS/OWNER NAME: ELECTRICIAN: HVAC: PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTIONSLAB ONLY DUPLEX (Landscape Plans) REMODEURENOVATION` SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: ��//If(��r f/�!�l��y �ES/,�T,ff L• PROPOSED USE: _ Ae-11 L?,D J71-'rV671jjAj HOMEOWNERASSOCIAT,ONIARCHrTECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL yCs TEXAS ACCESSIBILITY STANDARD (TASLPROJECT REGISTRATION# EASPI: JI IA VALUATION: TOTAL AREA loZO HEATED AREA: Zo Zp (Cost aI L'abor and Materials) Z PUBLIC SEWER El SEPTICITREATMENT SYSTEM Rr SEWER TAP: WATER TAP: 31u SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: OTHER TAP: FOUNDATION TYPE: S rZE SIGNATURE OF APPLICAfJT: 2 (��D � S�tEEi 2cX.IC �R tc K �QST S(Q6 0-weo5m -btL. '' 'If proposed work involves new t��BmiBI WrQtrudon of facAde improve commercial property, building elevatlo"ns are required. ♦e�e�••�er��♦a♦eoeeo♦eoeeeoe+�m000smo�oa��o`o Official Use Only ACV-A')r'% 14cce'6 Jun 20 07 02:05p Cch - B/cs 979 690 3823 .energy Cove Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling I (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork A/C STEER Rating Protection Against Subterranean Termites Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical barriers ❑ Other *Verification of Application shall be submitted to the CFd.y of College Station Bu lding Department prior to issuance of the Certsfleate of Occupancy. CITY OF COLLEGE STATION Planning d Development Services 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# Q% _ 3q,31 DATE: I Z ry v 07 BUILDING ADDRESS: 'V r I. Foundation Requirements- Minimum City Foundation Standards NA/ A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement and Beam Reinforcement F. Protection Method used for Termites. G. 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 A/ 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. San 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 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. K XK CITY OF COLLEGE STATION Planning d Development Services 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 III. Stairway Requirements 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: NAI 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 CITY OF COLLEGE STATION Planning d Development Service 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) Vill. Energy Requirements N A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 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 K Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 N Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER DATE 10' P.U.E --- - - 0 BL__ I 0' 5" 10,211 I _ I � I I _-- I I I I ' � I I ONE STORY I "? SINGLE FAMILY i N BRICK RESIDENCE , w Q PLAN 2020 I Ca I � I 52' 11" 6" ------- --- I 20' BL I 18' CONC. DRIVEWAY 2483 NEWARK CIRCLE LOT 8, BLOCK 1 CASTLE GATE COLLEGE STATION, BRAZOS CO. TX FLATWORK 860S /FT GRASS 221 YARDS FRONT VIEW SIMPSON LSTA21 OR CS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF 3" GRID PATTERN Sd 16" MIN.' SHEATHING) TYPICAL BOTH SIDES OF OPENING. COMMON NAILS TO HEADER ' TOP PLATE TO HEADER - 2 ROWS OF J: HEADER CLEAR SPAN 16' :t 2. 16d SINKERS, 3"O.C. (BETWEEN 6TO 18') X 3" O.C. NAILING IN ALL FRAMING -STUDS, 2 BLOCKS, TOP PLATE, 0 o AND BEHIND THE '- STHD10 HOLDDOWN 3 BOTTOM PLATE D�rrz TYPICAL - 5/8" ANCHOR BOLT EMBEDDED 7" MIN. TYPICAL 2- SIMPSON HTT16 EACH SIDE - TYPICAL ��I-STOR-Y---;---1-611MIN- . N F- 16' x T OVHD TAR TR 3' x T DL 1/1 2-3' x 6' DL 1/1 MULLED .EYEBROW PLAN H 2O20 lassie �-- Century Homes ADDRESS 2483 NEWARK CR LOT 8 BLK 1 SUBDMSION CASTLE GATE 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 52' 11" .4,- 20' 2" L 12' 8" 10' 2" 8' 7" 6'6" 13'8" 2'6" 5'6" 2'2" 0 xRxSR 8V xS0' S77x e'U• =�CID - " o e o _ u' -- --- -----------------------------------• , 1015. 2' 3" _ 8''CLG 04 ® "cn a, MSTR SUITE TO 8' - 10' CLG 78 xTo' za� � © � x � b � O -- "KITC�HEN f� KS r` ' 7 UTIL. FAMILY ® � o 0 10' cLG Fz 11 M 0 17' 9" 7" 6' 8" 5' 0" cD .5" 3, co n nil b 504 - CO ° a �� DINING b© iv O10' 2" �n,c 5' 9" 3' 8" 4' 2' 4" L 8' 0" L 3' 7" L 13' 5" b ao 0 ---- Ln ENT Y ART LO Ld 1 b GARAGE b �' •BDRM 2 1 O 8' CLG rm 8' CLG LINEN _ N N p N 19' 7" 4' 4' - tO m ' 7" ~ 8' 10" 4' 7" FOOTAGE LIVING 2020 _ZD O BDRM 4 20 GARAGE 446 8'CLG PORCH 154 3•� `ao TOTAL 2620 BDRM 3 -______:__ 8' CLG ICD oZN 10'11" 12'5" ---- '- is o- a0 o r. 10 C G r M r � 10' 1 1 /2" 1, 8' 8 1 /2" 13' 0" 4' 7" 18' 1 " 6' 2" 910. 17' 7" ..A— - — 1, 52' 11 " PLAN # 2020 C� Century Homes ADDRESS 2483 NEWARK CR LOT 8 BLK 1 SUBDMSION CASTLE GATE f SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION O h n 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 ' 4" 20' 2" 6' 6" 13' 8" 0 0 3•m.s•o• s•"•vs•"- 52' 11 " 12' 8" 10' 2" 2' 6" L 5' 6" 8' 7" F-v-e-a-eF "e"a'vvFFFF"eeaaFFFFFe�r� "a s O N -------------------------------- --- ---i --EAKFAST -------- T,.'@ o N 10- 5" `n ------------- a 8'CLG MSTR SUITE N c) 2•8•.7•(• z•Ir� I I _- bO zo 8'- 10'CLG 2'81 _ EN KITCHEN M v d I� KS ~ '-------- -------- 7 ® UTIL. m b FAMILY 10' CLG in 0 17' 9" 2' 7" 6' 8" 5' 0" Olu 5" 31 °° � B OII o EO ° ��� DINING 6 II CV 6 O_ 8 W 10' 2"i Sr 2]ATT� 51 9a 3' 4' 8 2' 4" 81 0" 3' 7" 13' 5" i 60 i7 Un ENT Y ART 10- C G ICH Lo ® 9 CV CD b GARAGE ED BDRM 2 O _ 8' CLG fl 8' CLG I _ N N o N 19' 7" 4' 8' m co-'7 "" 8' 10" 4' 7" FOOTAGE to LIVING 2020 O BDRM 4 ro GARAGE 446 8'CLG PORCH 154 3•0 00 60 TOTAL 2620 -zo BDRM 3 8' CLG o p 10, 11 " 12' 5" - '" CV 16' 0' co 10' C G -------------- io 10' 1 1 /2" I 8' 8 1 /2" Is, 4 ' 3' 6" ' 9' 0„ - PLAN # 2020 �610 ADDRESS 2483 NEWARK CR Century LOT 8 BLK 1 Homes SUBDIVISION CASTLE GATE Afwve�fmff"lbl, 13' 0" 1 4' 7" v SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION O Zo NOTE:1) Foundation anchor bolts at 3) All lower sole plate to be 6'0" o.c. as per 2003 IRC Pressure treated as per sec. R403.1.6 sec. R319. All fasteners 2) A11 framing and structural. to be hot dipped galy. steel, design to meet 90 m.p.h. stainless steel, silicon bronze wind criteria as per sec. or coper only as per sec. R602 R301.2.1 and table R301..2(4) 2003 IRC code. 8' 1 1/4" PL ROOF ELEVATION i NOTE: ALL SIDING TEMPLE HARDBOARD 12 8� 4) Provide hand rails on all stairs/steps with a minimum of 4 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonary veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. as per sec. R703.7.6. LEFT ELEVATION RIGHT ELEVATION MEL 0 P� F .......... 11 n ... . ... IM11 .............. F .. ....... REAR ELEVATION PLAN # 2020 IO.SSIC Century Homes ADDRLSS 2483 NEWARK CR LOT 8 BLK 1. SUBDIVISION CASTLE GATE ELECTRICAL COUNT SYMBOL. ceiling fan spotlights 2 2 exterior light 3 3 10 double spollight I QP Fluunsccnt future I single spotlight 4 g vamp• bar light 2 0 0 0 0 0 fen 3 fight 15 coda 29 outlet 22(h• 2 mla gfi 13 �w smoke detector 6 —itch 26 switch 3 way 4 $s 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 FLAN# 2020 ELECTRICAL PLAN 1a551C ADDRESS Centug Homes LOT BL>; SUBDIVISION TYPICAL 1X4 SDHHc E' a•smtN� I:l•MIIPATIIINU AR BARRfft L+SnNs(y IFs.c. RIl BAR INSULATION GYPSUSIWARD 1x+dnlllAIPLATE ALAS CBNTd'IAIR AR V FNT BAFRE4 Q x+• U.G M—FLOORSYSIFAI: FMIS AT RIdiE PIBRIWAL SOTIAT Ya•TAG MIRPUDDIL Alt f1AW HNOitF51UC1F.0 TRUSS SPACING AND TH-NESS IU BEDEIERMLNFY BY OxUNEER , Mm r..PreRA 6N•oz Ul1FxIDRLEIONcm&l AM,S BTxAI SHEATNn+a / uLTus aAn lNsuurinNinR:rnv rLR1R I W'ESn1E0.1101RGmxmO A MPI.RJe BLOWXM"AA-N »•S.ERPxx TYIIGL 1%a B0.IR E%TERp0. WALL 4•PARBRIR .1X4 TOP ILAnE9 FASCIA MEIALIL Mx TES iX4TUP HAli5 r Alt since ARn•S11FAnRNO n'MALR LAM ECIER10t BARRIER BNRCOIIRSM To "DExnDE a' TALE atCK h4 TTIRS ®11— GFROOR ART SUFiR WrEQUALLY SPAM YENS—LBRRT(TRI RMBAndsUI.STgN (WEF.PYFMEITIYPRDBM 61'U.0 VARSPACE UM 31WROIIr AT BDTIUIII UMSHPATHdO AIR BARRIEt RO BATTRDC,, N Ire MReRDCR TI'PCAL2%+0RRX FXRRp[WAIL A ' TTICN.S%+BRR%FXIEIAAWALL •FAR aMCK " �V +•FrU2X4 METALBRIRPES 1LBRIC%an 1•ARSIACE ` I•ARYACE An SHEATHNO m'YIIFAIImin A. BARRER R—M. 1.4SmDS 61L•e.4 swase uroc 0.0 BAR IIUULATRIN Rn BAIT IMLATIUN Dr. SHI]nROC'% Vt'Slalfa C% �LT6°'DCAWI. HAD.TeVO.CMAX VY PLYWOOD SHEATHING UW 'W' CLIPS MIN. 2'Xb" RAFTERS • 24' .... BATT INSULATION CONTINUOUS AIR VENT BAFFLES n4" O.C. END AT RIDGE TO BE INSTALLED 60 TWAT AIR FLOW IS NOT RESTRICTED DECKING . fib ; dr—� J R-aOINSIUEMARUHED aT E ROOF WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I" AIR SPACE In' SHEATHING 2'H4' STUDS • 16" .... BATT INSULATION CITY OF LOCKHART in' 614EETROCK TYPICAL ROOF OVERHANG DETAIL 1x+eoTmM own naw •`• �; ALL NAB dMEraDxanncRHE«YA .I < � '� aREdPoaculEr+rroeE OEIERAunmer I, ENGINEE0. TOP VIEW CHIMNEY CAP LUE CHIMNEY 2X4 BAND ; CAP '2X4 BAND 2X4 FRAM G,' MEMBER -2-4�E - 2X4 FRAM MEMBER SIDE VIEW OSB SIDING - TYPICAL WALL DETAILS NOTE: I. 1) Foundation anchor bolts at 67 ox. As per 20001 RC sec. R403.1.6 2) All rimming 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 treated As per sec. R323. All fasteners to be hot dipped gals. steel, stainless steel, silicon bronze or toper only as per sec. R323.3 4) Provide hand mils on all smirs/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 NOTPASSTHRII per sec. R703.1.4.1 and weep holes at a n aximum or33" o.c. as per HANDRAIL I If4•MIN. sec. R703.7.6. ....... N .Y.. WAX SIzE ______________ N _____________ ------ O >S IN. TREAD 0 LW �U x1 a �V b kQ 00- q�l E�100� �i X STAIR DETAIL IRC 2003 RETURN ENDS TO WAI.I.OR POST qgjgj �Scl 18" FLOOR SYSTEM (3)2xl2 STRINGERS F- 5/8" TYPE DRYWALL = UNDER STAIR STRINGERS tJ U HANDRAIL Q 34"-38" MAX. FIRST FLOOR Csie Century Homes Making Ham, On —hip Affordakle Area Calculator: Add to Library Window Name Assembly Type Quantity Width x Height = Unit Area Total Area U-Factor SHGC Comments/ Description 1 3'0" x 5'0" Metal Frame, Do 3 3'-0" 5-0" 15.00 45.00 ft2 0.650 0.340 2 3'0" x 6'0" Metal Frame, Do 1 3'-0" 6'-0" 18.00 18.00 ft2 0.650 0.340 3 2'0" x 6'0" Metal Frame, Do 2 2'-0" 6'-0" 12.00 24.00 ft2 0.650 0.340 4 2 - 2'8" x 7'0" mulled Metal Frame, Do 1 5'-4" 7'-0" 37.33 37.33 ft2 0.650 0.340 5 4'0" x 4'0" fixed Metal Frame, Do 1 4'-0" 4'-0" 16.00 16.00 ft2 0.650 0.340 6 2 - 3'0" x 6'0" mulled Metal Frame, Do 1 6'-0" 6'-0" 36.00 36.00 ft2 0.650 0.340 7 3'0" x 3'0" Metal Frame, Do 1 3'-0" 3'-0" 9.00 9.00 ft2 0.650 0.340 8 3-0" x 7'0" Metal Frame, Do 1 3'-0" 7'-0" 21.00 21.00 ft2 9 2 - 3'0" x 6'0" 1/2 EB mulled Metal Frame, Do 1 6'-0" 6'-0" 36.00 36.00 ft2 0.650 0.340 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Window Area Total: 242.33 Area Calculator: Res Comments/ Description Door Area Total: 55.56 11/06/07 09:23:55 1/1 m Lo cO S54 S54 S54 BS55 �/��S 5-4 S54 +1 S 55 BS56 (D-��S55 @ Q d `n N S54 S54 BS55 S54 C S54 BS55 S54 S54 BS33 �o 5 SPACES @ 3'-9" ± 8 SPACES @ 4--0-- Lo ± A Lo Lo Lo 't (o F (o Lo A Lo Lo m Lo Lo L) cn Lo Lo Cn Lo Lo Lo Cn Cn to m Cn VIM, n m m (n (n m m fn fn m d Lo Ln II I II - 1I I I I 71F gL--------JL------ J---------JL— --- ------J r---------i r--------� ,-----�-- ----------� OWN Q I II I i II � II I I I I I I I I 9'-10" I i l 9'-5" l i l 10'-8" i II Ij II II i L—�_ ----J L - - - - - - - - J L--------- -J - - - - - - -J L---------J - - - -- - - - - - II II II II II I jl II II II II I I II I II o II I II I II II —Z I I DROP I � II I II II I I II I II II I L - ----- J L--------J---------J L.------ -J L---------J -----------------,---------,r-------,r----------- I II II II I I II I II II I I II 0 I II II I I I uJi I I I � I I I I II I II II I I I I DROP I I I I I II I II II I L-=-----J--------J --------JL-------JL---------J r-------- r--------- ---------i r - - - - - - - --I r---------- II II II I B1 II II I I II I II II I II I a L—-- J L- - - - --� 3-#4 BARS L J L I I � ) U C 52'-11 " I AIL E ALL CABLE LIVE AND DEAD IMP , DENSITY CONCRETE, HERE MULTIPLE STRANDS > CAUTION: IN THE EVENT THAT A CABLE PASSES THROUGH A PLUMBING OPENING, MOVE CABLE TO EDGE OF OPENING. CABLE SPACING CAN BE' ADJUSTED, BUT IN NO EVENT CAN CABLE SPACING BE GREATER THAN 5'-0" O.C. w A - A A A - - - - - A A A A I-) I. l e DIAGONAL: 75'-5 13/16" 0 S 35 S20 BS36 FOUNDATION REQUIREMENTS: 1.. THICKNESS T = 4" 2. BEAM WIDTH W = 10" 3. BEAM DEPTH D = 26" 4. AREA = 2645 SQ. FT. 5. EST. CONCRETE = 81 YDS. NOTES: .c!►�ah `m 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, ALL EXTERIOR- FOUNDATION BEAMS MUST BE FOUNDED A MINIMUM OF 12 g� .•'_ �••���� o z INCHES INTO UNDISTURBED SOIL OR UNIFORMLY COMPACTED SELE,. _ 0••, ��j 000 FILL, THE SELECT FILL SHOULD BE NON EXPANSIVE SOIL WITH /.: : C •uo J PLASTICITY INDEX BETWEEN 6 TO 14, AND SHOULD BE PLACED I N n LIFTS OF 6 TO 8 INCHES AND UNIFORMLY COMPACTED TO A MINIMU C�� �� a 3 a OF 95% OF ASTM D698 (STANDARD PROCTER) MAXIMUM DENSITY AT A MOISTURE CONTENT WITHIN 3% OF OPTIMUM. WHEN FOUNDATI 6'�S••••.' ; •'•• w o SITE CONTAINS FILL (MAX. 3'-0") THE DEEPEN BEAM DETAIL SHOU * S w D w USED IN THESE FILLED AREAS. FOR SITES WHERE FILL IS GREATER -� ` ` r' 0 cj THAN V-0", PLEASE CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS INTO THE DESIGN. z 2. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH MINIMUIM STRENGTH OF 3000 PSI AFTER 28 DAYS AND SHALL CONFORM TO ACI Q X 318, ACI 301, AND ASTM C94, MOST CURRENT EDITIONS. 3. CONCRETE SHALL NOT BE PLACED WITH SLUMP GREATER THAN 5 (n M INCHES. WATER SHALL NOT BE ADDED TO CONCRETE AT JOB SITE. Q Lu � w F- 4. WHEN SPECIFIED ALL #3 BARS SHALL BE 40 GRADE STEEL AND ALL 0 2 r #4 OR LARGER BARS SHALL BE ASTM A-615 GRADE 60 z O � Z 5. PLUMBING MAY CROSS BEAMS BUT NOT BE PLACED IN BEAMS. 6. ALL GRADE BEAMS AND SLAB AREA SHALL BE FREE OF ANY cep N j U STANDING WATER AT THE TIME OF CONCRETE PLACEMENT. 0 Ir U) N U � O 7. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS RECOMMENDED. LL 8. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH i— N Z p m Q SLAB AREA. Z .0 U) W co 9. ALL STRANDS 1/2" DIA. - 270 K, . O Lu � , Z Z '' Z Z 10. THIS FOUNDATION DESIGN IS CONSIDERED INVALID UNLESS •� (� 2 ACCOMPANIED BY A LETTER FROM AGTM ENGINEERING LLC (n U o J � J N AUTHORIZING ITS USE ON A SPECIFIC LOT & BLOCK, OR ADDRESS. o � m Q T 11. PLANS CAN BE REVERSED ON LOT AT BUILDERS DISCRETION. W m Q Q m cn F- U) 12. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. SET H W Q FORMS, DROPS, HANDICAP RAMPS, ETC., BY ARCHITECTURAL FLOOR J Z OJ W PLAN OR AS SPECIFIED BY OWNER/GENERAL CONTRACTOR. 0 OU O 13. AT CONTRACTORS OPTION, LIVE END AND DEAD END REVERSAL IS PERMITTED. ro U O 14. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE INCLUDED OR 0 O OMITTED AT EXTERIOR DOOR OPENINGS. CL 15. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF THE FOUNDATION AND SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF 6" IN 5'-0". 16. TO INSURE PROPER DRAINAGE AS STATED ABOVE, THE ELEVATION OF THE TOP OF SLAB SHALL BE A MINIMUM OF 12 INCHES ABOVE THE HIGHEST NATURAL GRADE ELEVATION AROUND THE PERIMETER OF THE SLAB. WITHIN A MIN, DISTANCE OF 5% STANDING WATER (PONDING) WITHIN 10' OF THE FOUNDATION PERIMETER WILL RESULT IN SOIL EXPANSION WHICH WILL CAUSE FOUNDATION PROBLEMS. 17. VIBRATE CONCRETE @ ALL CABLE LOCATIONS ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT "BLOW-OUT," Q DOES NOT OCCUR DURING CABLE STRESSING. a 18. THE FOLLOWING SYMBOL INDICATES DROP IN 0 FOUNDATION. THE AMOUNT OF DROP AND EXACT LOCATION IS TO BE DETERMINED BY.PLAN OR AS DIRECTED BY OWNER/CONTRACTOR. O —STEEL REQUIRED. SEE DETAILS —SEE DEAD END ANCHOR DETAIL r � m 7— w 0 O c O_ T LL g a.. Z = w b W Q m � m d n m O z Om Z 6j J Z W O � _ 0Q r) U) 0 0= Q J J W U a 0) cr `' 'c nr--�m cts r PZ o. C mz� w Q i C J BRICKLEDGEWMEN 12' # 3 FEBAR WffN 2'-0' FF gpPDCABLE BENT @ 45"TYP. @ BRICKLEDGE WHEN r ALL CORNERS BRICKLEDGEWHEN r APPLICABLE B APPLICABLE .• ✓ ' SLAB STRAND 3i' __ HAIR WHERE APPLICABLE. Z _ CHAIR 10 CUSHION — — - L SIN "2-BS" DETAIL CUSHION SAND, TYP. —• — o 0 0 — o — — _ ION 6' SAND, TYP. ¢v1' iD� CUSHION !'S'STRAND TOP OF POST•TENSI' STRANDS m p !„�:.: ; 'SAND: TYP. ' TOP OF POST -TENSION STRANDS GRADE WHEN INDICATED LL b ` I ANCHOR GRADE WHEN INDICATED ON PLAN, TYPICAL ¢ b Z I TOP OF . '•1 POST -TENSION 5TAANDS ON PLAN, TYPICAL - 2- #5 BARS w ¢ < GRADE WHEN INDICATED O CI Q . • CHAIR ON PLAN, TYPICAL DRAPE BEAM STRAND DRAPE BEAM STRAND u' O TI'P. ••!�-I• DRAPE BEAM STRAND WHEN INDICATED WHEN INDICATED I '° �;• WHEN INDICATED ' PLAN. TYPICAL p ON PLAN, TYPICAL #4 BARS ,M _ON PLAN. TYPICAL T— ONBSTRAND #3 SUPPORT STAKES VAPOR @170.C. ANCHOR #3 SUPPORT STAKE RETARDER SEE PLAN FOR EACH WAY O UNDISTUfl8E0 TYPICAL F. P. DIMENSIONS SOIL GRADE SECURELY SLAB/BEAM TIED WIRE ' STRAND :. DETAIL "A" DETAIL "Al" d SPACED roC.ASY #3BARS FIRMLY REQUIRED PER BEAM SECURED INTO DETAIL "E" r DEPTH QQQQ DIRT NOTE: IT IS IMPORTANT TO USE THIS DETAIL , #4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE BRICKLEDGE WHEN SUPPORTS @ 48' r ✓ APPLICABLE O.C. FOUNDATION I SETTLEMENT DOES NOTOCCOUINSURE DEAD END ANCHOR AT SLAB 1- #4 BACK UP BAR BOTTOM OF THE PERIMETER BEAM MUST STANDARD DEEPEN PL��RATEUNDISTURBED SOIL AMINOFI2') INTERIOR TYPICAL DETAIL n� .......ti...,_,".,..., DS CHAIR CHAIR CHAIR BEAM DETAIL SLAB FORM BOARD i e• ._,i� STRANDS SLAB STRANDS ,•. . ER PPCABLE NMERE AP UP CABLE e° WHERE APPUCABLE �- CWCHAIRWH ' STRANDS•' 2• #5 BARS "P y N : •' • #4 BARS @ 12- vg •,ti - BEAM STRAND O.C.E.W. #4 BAR WHERE . APPLICABLE BEAM STRAND DRAPE BEAM SLAB STRANDSIHERE a ° •1 •' APPLICABLE STRAND Y n #3 SUPPORT STAKE WHEN INDICATED D p H #3 SUPPORT STAKE H J% ON PLAN. TYPICAL ° CHAIR m TE WIRE p CHAIR O gA• • :°.' �i,Lc1„Z LESS THAN 54' DETAIL "B" DETAIL "B1" ,.e YS CHAIR LAYOUT SlppE SHEATHING CUT BACK BEHIND ANCHOR SHOULD BETAKEN TO STANDARD ENSURE SHEATHING DOES NOT BRICKLEDGE WHEN BRICKLEDGE WHEN DETAIL "G" DROP DETAIL PROTRUDE INTO THE ANCHOR) 6 APPLICABLE ,pp5r APPLICABLE pp BE_,IpI. i ' 3}, BRICKLEDGE WHEN BRICKLEDGE ' APPUCABLE WHEN APPUCA13LE r z 1- #4 BACKUP BAR 1' MAX O.C.E.W. #4 BARS @ 12- A SIN ly 7 1- #4 BACKUP BAR SLAB STRAND WOOD CHAIR CHAIR ;}i CHAIR BEAM TOP OF _ ~ FOB EXCAVATION TOP OF SLAB STRANDS ( T' ° •'.:y:': ;.' "-�' GRADE WHERE APPLICABLE sLAesTRANOs TENDON INSTALLATION GRADE WHERE APPLICABLE DRAPE BEAM STRAND 2-#5 BARS i>'3 WHERE APPLICABLE cHaR AT STRESSING -END WHEN INDICATED �f • ... s ' #4 BARS @ 12 SLAB STRAND POCKET ON PLAN, TYPICAL DRAPE BEAM O.C.E.W. �q '... FORMER STRAND TOP OF DRAPE BEAM To 16' (12' MIN.) � O p Yl WHEN INDICATED GRADEt' :.. .:. ill ON PLAN. TYPICAL :`' ° STRAND 3'-0' MAX W BEAM STRAND WHEN INDICATED - .:..:..:.....:.:...:..:..:. H VT il ON PLAN, TYPCAL L AS SPECIFIED p� i- #4 FOR L = 14.OR LESS CUT PLASTIC 2-#4 FOR L=1S TO 25' HERE DETAIL "C" D ETAI L "C 1 " ° , NOTE: DETAIL "F" 3- #4 FOR L = 2E TO 3f EXCAVATION WOOD CAN BE FORM BRICKLEDGE WHEN T DETAIL "F" SUBSTITUTEFOR DETAIL °DF1°. DETAIL "F1" APPUCA.BLE - ( COMPLETED i s•sTRANDAS STRESSING -END INSTALLATION 6 BRICKLEDGE WHEN SHOWN ON PLAN APPLICABLE d 1 'MIN. ' 1• #4 BACKUP BAR PLASTIC CHAIR 3#. FIXED END SHEATHING >o ANCHOSTRAND CUSHION R SAND: TYP. . i CHAIR TOP OF POST -TENSION STRANDS ,i: ;" :,•� SLAB STRANDS FO ` 10' • 12' GRADE WHEN INDICATED I o WHERE APPLICABLE SLAB STRANDS STRIP ON PLAN, TYPICAL WHERE APPLICABLE STIRRUPS #4 BARS @ 12' 'BS' STRAND AS STIRRUPS SHEATHING WHEN SPECIFIED WHEN SPECIFIED - O.C.E.W. 2 x D TYPICAL SHOWN ON PLAN (MI NAIL N DRAPE BEAM #3 STAKES AS REQUIRED WHEN IED IN STRANDS ARE (MIN.) =- SPECIFIED w THE BEAM, FIXED -END (DEAD-END) p ✓' � STRAND TO MAINTAIN A 3' '`3- #4 BARS 3- #4 BARS WHEN INDICATED CLEARANCE FROM THE TIE'BS' STRANDS TOGETHER FORM INSTALLATION PLAN. & BOTTOM.. TOP & BOTTOM. ° i r V� ON PN• TYPICAL. BOTTOM OF THE BEAM AND INSTALL SIDE BY SIDE TOP VIEW 54• MAX. SPACING AS A SINGLE'BS' STRAND. LE`'S INSTALL ANCHORS SIDE BY SIDE SEE •2 DETAIL STAN DAR D D ETA LLSJ DETAIL "D" DETAIL "H" DETAIL "M" BEAM STRAND "BS" DETAIL T� �¢ wo ~z Cg �E w w U) I �o W LL F- U �a w U) RIGHT ELEVATION REAR ELEVATION LEFT ELEVATION 2 W R z ag a w 90OLO � L dM9 FRONT FRONT ELEVATION 0 LU M CD W ~ zo C,J( z Q=F=�� Q. >. p co o W 0 (V H (Cr JC�o- O o NUC�reO F- N Z Ci m a W z Z �Z m = Z W C�Ub�1� Z Z Y O W(/)LoQU �� CLmN� c0 z to W v M U 0 i w J O m U O r w T O 2 co O v a m ui 0 U O w m 4 N W M F fL 0 y Q Q O N G 2 m J J Lj E Q c? � m z CD S fn C °Dm .C'1 W , LU ui m V �R J_ V Q Q. Q w a) z m