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Home My WebLink AboutRES2007-00573 902 TURTLE DOVE TRL BUILDING PERMIT(8/10/2007) Gina Southerland - Re: Calling for CO @ 902 Turtle Dove TO Page 1 From: Terry Boriskie To: Amber Carter; Benjamin McCarty; Chris Haver; fredburris; Gina Southe... Date: 8/10/2007 9:25 AM Subject: Re: Calling for CO @ 902 Turtle Dove Trl Century Classic Homes has been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld 8/10/2007 8:30 am >>> Water buried flagged. Sewer co box and manhole buried flagged. Paul >>> Kim Wolfe 8/9/2007 11:43 AM >>> any issues? BP # 07-573 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.cstx.00v PREPARED 8/09/07, 11:35:01 INSPECTION TICKET PAGE 5 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/09/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 902 TURTLE DOVE TRL SUBDIV: CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER . . PHONE PARCEL . . 230100-0209-0020 APPL NUMBER: 07-00000573 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 4/25/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00 4/25/07 AP April 25, 2007 9:03:07 AM glsouth. 04/25/2007 03:04 PM RH PDA Slab survey submitted, slab ground installed. B115 01 5/29/07 OC BLDG, FRAMING TIME: 17:00 5/29/07 AE May 25, 2007 9:25:58 AM kwolfe. 05/29/2007 10:47 AM OC PDA must install fireplace by insulation inspection . B130 01 6/01/07 JGM BLDG, INSULATION TIME: 17:00 6/01/07 DP May 31, 2007 4:40:55 PM glsouth. 06/01/2007 01:38 PM JGM PDA need to attach ducts to exhaust fans, need to fix overstuffed areas, need to replace insulation in areas that are not 3 1/2" thick, need to display R-value on wall insulation - ok to brick B130 02 6/04/07 JGM BLDG, INSULATION TIME: 17:00 6/05/07 DP June 4, 2007 4:31:15 PM glsouth. Did Not Fix Notes From Previous Inspections B130 03 6/07/07 OC BLDG, INSULATION TIME: 17:00 6/07/07 DP June 7, 2007 8:00:19 AM kwolfe. Sheetrock Fireplace Chase, Firestopping 06/07/2007 11:00 AM OC PDA didn't insulate behind shower. B130 04 6/08/07 OC BLDG, INSULATION TIME: 17:00 6/08/07 AP June 8, 2007 9:58:24 AM kwolfe. B125 01 / 7 P BLDG, FINAL TIME: 17:00 7 0� August 9, 2007 11:22:50 AM kwolfe. -------------------------------------- COMMENTS AND NOTES ------ --------------------------- Date: 8/9/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 573 Address: 902 TURTLE DOVE TRL "Sp• Type Inspection Type Code Description Insp. status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC 04/25/2007 03:04 PM RH PDA B100 BLDG, FOUNDATION -SLAB IC Slab survey submitted, slab ground installed. 13115 BLDG, FRAMING IC 05/29/2007 10:47 AM OC PDA B115 BLDG, FRAMING IC must install fireplace by insulation inspection . B130 BLDG, INSULATION IC 06/01/2007 01:38 PM JGM PDA B130 BLDG, INSULATION IC need to attach ducts to exhaust fans, need to fix B130 BLDG, INSULATION IC overstuffed areas, need to replace insulation in areas B130 BLDG, INSULATION IC that are not 3 1/2" thick, need to display R-value on wall B130 BLDG, INSULATION IC insulation - ok to brick B130 BLDG, INSULATION IC Did Not Fix Notes From Previous Inspections B130 BLDG, INSULATION IC Sheetrock Fireplace Chase, Firestopping B130 BLDG, INSULATION IC 06/07/2007 11:00 AM OC PDA B130 BLDG, INSULATION IC didn't insulate behind shower. M100 MECH, ROUGH IN IC 05/11/2007 10:21 AM RH PDA M100 MECH, ROUGH IN IC Exhausr fan flex duct exceeds manufacturers limit of 14'. M110 MECH, FINAL IC Lawn Irrigation System Installed P125 PLBG, FINAL IC Lawn Irrigation System Installed Page 1 WFO882129 / 001 City of College Station PAGE 1 REQ. DATE: 03/20/07 A 03/20/07 14:26:31 LOCATION: 902 TURTLE DOVE TRL LOC ID: 204560 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: 03/20/07 SCHED COMPLETION: 03/20/07 ******************************************************************************** JOB ORDER RESULT COMMENTS City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . Property Address Subdivision Name Legal Description Property Zoning . Owner . . . . . . . Contractor Application number Description of Work Construction type . . . Occupancy type . . . . Flood Zone . . . . . . 8/20/07 230100-0209-0020 902 TURTLE DOVE TRL COLLEGE STATION TX 77845 DOVE CROSSING PHASE 2 BLK 9 LOT 2 SINGLE FAMILY RESIDENTIAL CLASSIC CENTURY HOMES 817 561-4369 07-00000573 000 000 RESIDENTIAL, 1 UNIT DETACHED NEW COMBUSTIBLE (UNPROTECTED) RESIDENTIAL-SFR/DUPLEX w Approved . . . . . . . Bui-MinVOfficial VOID UNLESS SIGNED BY BUILDING OFFICIAL WF0883974 / 001 City of College Station PAGE 1 A, REQ. DATE: 03/27/07 03/27/07 11:45:47 LOCATION: 902 TURTLE DOVE TRL LOC ID: 204560 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: KWOLFE AUTH USER:KWOLFE WRK TYPE: TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 03/27/07 SCHED COMPLETION: 03/27/07 ******************************************************************************** JOB ORDER RESULT COM4 TTS Apr 25 07 01:44p Cch - B/cs 979 690 3823 APR-13-2007 FR1 08:12 Ali P.018/018 SURVEY PLAT This is to certify that I have, this dote, mode an on the ground survey of the property located on 902 TURTLE DOVE TRAIL in the City of COLLEGE STATION, Texas, described as follows: Lot 2. Block 9. of DOVE CROSSING, an Addition to the City of COLLEGE STATION. BRAZOS County, Texas, according to the MAP or Plot thereof recorded in VOLUME 7302, PAGE 219, of the Plot Records of BRAZOS County, Texas. 4 MOM 2. 8=4 or Bearing — subject Plat 3. C.Y. - COMIMUJNC YaNwwr MWEr. n aw ar STaw wmut r+n r1 OMM a SLID cT 10 Tw ratLN4111Q WLL%E 144M PAGE 1.7 V= NOT Arco CANDU A. MW 7454 /F=13 AND PUMM rk q ti f 11r r.u8 f VOL 73= ►C. 2N 11-1 ). -../mil 0 4 d�Y,miwi�+�F1O0pPY�r�11►� w�C9701 D � M� ��• 7Y�, M� rljgl w�rr Day rMit r rM7e � >�RLI riM NMw4 M� (tom ti F1rf� 11� iY, 4*000d bp No Wwd Y 120k as ofr�,M�W�1_In�Md�wYn �,iw�yLy i ^M� W 1� asw �Y ��Mw�k vrM �► K rnY Mn�� d14 w Ww1Yii err YVilliam P. %Od+ R.rwi.sr 1w4 SwWw ea ap j BUENA TIERRA GROUP sum"Wo • eortsuUM • >Mur rr 7EULIESS. SOUTH INDUSMIAL BLw., SU(TE 215 (817) 354-1443 �u� 7>acas 76a4p (817) 354-1451 (F) __... e 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# 5 7 3 DATE: v-7 BUILDING ADDRESS: 0 I U+IC vUe `�a� I. Foundation Requirements - NAJW A. Concrete minimum fc 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 II. Framing: Floor, Wall, Ceiling and Roof Requirements N A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex OK 1. One -hour rated extending to roof deck #JOK E. Header sizes indicated on plans N F. Emergency bedroom egress 1. Exit direct to outside 2. O enable 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. O enable 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 K Ir I A. Stairway Details OK 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 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 twenty-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 to be indicated onplans) NA/ A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NAQW 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 NAB 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 11 VII. Mechanical Requirements NA/ A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements N 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 NA/VA Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 28' combined for circular Minimum 30 feet from driveway to side(intersecting) street Driveway access to lesser street for corner lots Subdivision Regulations - Ordinance 690 NA/ Approved subdivision Plat filed Flood lain Regulations - Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed w I A - "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER 5 ,�0-1 DATE APPLICATION FOR BUILDING PERMIT DATO 4Rlin CITY OF COLLEGE STATION APPLICATION # 01 0 M __3 1101 TEXAS AVENUE -7/4 COLLEGE STATION, TX 77840 TEMP POLE # 0-7-95 Crr), or Ct it I 1,G, 1% STA 110N (979) 764-3570 (079) 764-3496 FAX Nww��r WWW.CSTX,GOV ADD RE SSILO CATION: LOT (-3 -------- SEC/PI-1--2 BUSINESS/OWNER NAME: CONTRACTOR/HOMEOWNER: CONTRACTOR ADDRESS: ELECTRICIAN: -------- PLUMBER: HVAC: — --------------- - ----------- - GOOD CENTS (Residential only): CLASS.OF WORK 0 ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION" SWIMMING POOL Required) DESCRIPTION OF WORK' DZ STRUCTURE USE: ------ HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSI�1-ILITY ;STANDARD (TA PROJECT REGISTRATION# EABPRJ - -------- j\I/A VA UATION: $ .1 TOTAL AREA: _�Z(_ HEATED AREA: j -1 - + (cost of ail, PUBLIC SEWER NUMBER OF BEDROOMS: SEPTICITREATMENT SYSTEM NumaFR OF BATHROOMS: 22 it SEWER TAP: INTERIOR WALL TYPE: L It -[�WATER TAP: 3A EXTERIOR WALL TYPE: cK Si2E D THER TAP: FOUNDATION TYPE: C/l� 1 SIZE TEI �,4P POLE ROOF TYPE: in GARAGE TYPE,: SINGLE DOUBLE TRIPLE ED ATTActirn DETACHED CARPORT F-] SIGNATURE OF APPLICANT: O�S t� *If proposed work involves new cornmer a on ruction (r facade impr em its/renovations to an existing re ren Ire commercial property, bt6ldinq elevations reqUirpd. Official Use Only I ,4Mf.V?8nts: or NO Plans Examine( Zoning Official GIP WY 14 Atle F r7 Energy Code Coniplian-ceInformativir 0/0 Olazing of exterior Walls Insulation R- value. of exterior wal Is WTT/ Insulation R value of ceiling I (flat areas) Insulation P, value of ceiling 2 (yaulted areas/no attic) �TT Glazhig 81,:TGC Glazing U-Factor R value of ductwork �' ../ A/C SEER Rating 55.151' 10' P.U.E ------------o---- 00 N ONE STORY SINGLE FAMIL BRICK RESIDENCEo PLAN # 1784 N 40'-0" 7'-6" T-7 13/16" I9' CONC. DRIVEWAY 0 kn N - - - - - - - - - - - 5' P.U.E 55.151' 902 TURTLE DOVE TR 25' BL LOT 2, BLOCK 9 PHASE 2 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX ngineering, LLC 401 S. CLAY STREET, ENNIS, TX 75119 February 19, 2007 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 The following post -tensioned foundation plans are herein authorized for construction at the address and legal description shown below. Lot Bilk Subdivision Address c1tv County State 2 9 Dove Crossing 902 Turtle Dove Tr. College Station Brazos TX A site specific soils report was not provided. The foundation has been designed based on the following soils conditions. Soils Laboratory Brazos County USDA Soils Survey Allowable Bearing Pressure P.I. 1500 psf 52 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (BRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647 PTF0207022 fSqely, All F,OF� •: MEDINA 211912007 A.G. (Tony) !Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED BRICK SOLDIER @ TOP OF GABLE 13 0 ZO BRICK Q�JOINS 16'x TOVFID Yx 1'6" AR TR Tx 6'DL 1/1 MULLED DOUBLE W 1" PROJECTION Wl Tx 1'6" AR TR ROWLOCK (2) 1'4"x 6' DL 1/1 TO SURROUND WINDOWS PLAN # 1784 lassic ADDRESS LOT 902 TURTLE DOVE TR 2 Century BLK 9 Homes SUBDIVISION DOVE CROSSING 40'0" 29'2" 7' 1 1/2" 3' 3 3/4- 5-33/4" JQ 13' 5" 2- 815.. 06 5'0' 3'0'x 0* 4. 0"x 4' 10, 10" 2-10- 5'0" ;o -.F - --------------------- CLG IASTR SUITE O SL 8'- 10'CLG cli N 6' 5" 6-4" LJm zo PORCH ao 12' 9. 34 80 1 2'8' BDRM 4 8'CLG 2'4"1 00 04 --------------------------------------- zo FAMILY co SL 8' 10- CLG 12'5" 1.2 6 18'8" 00 BDRM 3 8'CLG to b 0 4- 3" L 81 11" cq 42- BAR r- cli cD N 8'CLG BDRM 2 zn Z-!: ------- 8'CLG io io U11. D ;o BREAKFAST 6 zo 04 CL,, zn N SL B' - 11 CLG ;,KITCHEN k�v : A, 2-1- WH (97-4- LJ 1" 3-0- i. 5" - 11h 13-2" zo xkw' , -" - 2 A*AC Li 1 �12A"IC ESS GARAGE 3'0" 10' 3" FOOTAGE co V CLG LIVING 1784 DINING/LIVING: N GARAGE 438 PORCH 98 SL 8'- 1V CLG TOTAL 2320— --- -------- COPYRIGHT 2000 FRED BURRIS & t'i A001f' f'C:k1'r"DV UnRACC! E I MET J=Em I 22-0" 4'8" 13'4" 40-0" PLAN # 1784 Century Home ADDRESS 902 TURTLE DOVE TR LOT 2 BLK 119 [SUBDIVISION 11DOVE CROSSING- 1� NOTE. z: 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 SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION ROOF AS SELECTED @ 8:12 RIGHT ELEVATION ROOF AS SELECTED @ 8:12 LEFT ELEVATION SIDING TO BE ALL TEMPLE BRAND HARD BOARD ,010.. REAR ELEVATION PLAN# 1784 lassie Century Homes ADDRESS 902 TURTLE DOVE TR LOT 2 BLK 9 SUBDIVISION DOVE CROSSING """wj "•".o.. "y �ry..a"i. 8' 1 1/4" PLATE V Zo ROOF DETAIL NOTE:1) Foundation anchor bolts at 6'0" o.c. as per 2000 IRC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R301.2(4) 2000 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners 00 to be hot dipped galv. steel, stainless steel, silicon bronze or coper only as per sec. R323.3 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per sec. R315. (min. stair tread 10 max. riser 7 3/4" sec. R314.2) 5) Masonary veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. as per sec. R703.7.6. a' CLG BDRM 4 B' CLG ------------ BDRM 3 B' CLG ti BDRM 2 a'CLG Q it. P 1 a'r;'a"` I 4X22ATTIC I I l — ACCESS I GARAGE 8' CLG d COPYRIGHT 2000 FRED BURRIS & CLASSIC CENTURY HOMES MSTR SUITE SL 8'-10'CLG LOCI( d WIRPE FOR FAN ONLY A -- 11 � II i II � 11 iisssiiiiiiiiisssis"siiiiiii■ PORCH -------------------- -------------- •,FAMILY SLB'-10'CLG 4y}2L"�BAR BREAKFAST r-� I 11 SL 6'-10'CLG ° I I •' I� KITCHEN 41 � OP _______ PANT .... REF - 7- DINING/LIVING SL 8'-10.4G NOTE: 1) Lighting on stair to correct from switch 0 top to light mounted on wall s middle of stairs to switch 6 bottom of stairs per sec R303.4 2) Smoke detectors will be hard wired in series w/ battery backup power as per sec. R311 3) Provide 110 outlet i Ilght near HVAC unit for service with switch. PLAN a 111784 ELECTRICAL PLAN ADDRESS LOT BLK SUBDIVISION e,assic Mm Century Homes m.pnp x.a. °r...rei� al! w.ntr Electrical telling fan spotlights III fluorescent Fixture o pot light vanity bar light ® fan light Qb outlet outlet 220v outlet gfi e smoke detector g switch q, switch 3 way TY— 2X4 SIDIM, EXrMU01 PALL SF@+GIFS III /x.. SHEATHING pN.-lNlqus Aa VENR tAnIFS �i xa•nc ZM mris.II., 11 AL11-orl STFa1 FNDS ATAIDGE-ro aE INSTALLED SD iNAT WT.G shim— AIA FLOP LS NOT IMSMt.cTm I—ATTMSNAIIUN TRUSSRACMGANDTHICXNESS Izr .—A-TOIIEDLTFAA@ BYFNGNEEIt Am. ZAf MFTnls (i xr OC _ IMFAIOR-UNOFINISH zxnonuM Tun 12 DSNEATHMc x Wars Ln.S aATT MSInAnIM' fUR ZI' OF Fl w�nrxnn ncirrcnuXMG 11TICAL xAa 1xi(T FATERNR WALL it _ _Xa TW lLATEs FTSCL, 1' FACE aRiCX METAL aRin:r1E5 ACE Iz silii ?SN Fwn.G AIx a1R SIODf rr,lf'Ac a OF 1tnU 11JTU UNDEIUIDE EOIIALLY srACED VEAT$ Of iLWAAISt SOvoc a. al)1ATT MSLT.,TIUN I.T SNEETRIX]. iR'EET VEIN EVERY )ADtRICX Qf OC AT 10TTOMI METAL 1RNA-1 1•AIRSPAM METAL axNa TIES I'AnlslACE An' SHFATx Iry sHEATHMG I, 1Ma1Elt RI SITTIN E.• RM1AT 1H Anl lAAaIEA LASITTIKSU•OC or-NATIUA ITP CNFETROCA RII aATTIASULATION' ITSNEETRUCA MOLT ga OC MA% ' • � ALL SLV gMETSIUNSTML1NEscFS el ; • � LUJHFDICTJPLYTroak UkILUONFW IY ENCMFrzL TYPICAL ROOF , IR" SHINGLES : 'n 'Aa PLYWOOD SHEATHING c/w "H' CLIPS MIN. 2"X6' CONTINUOUS RAFTERS 0 24" o.c. BATT INSULATION AIR VENT BAFFLES •14" o.C. ROOF PI' END AT RIDGE TO BE INSTALLED r SO THAT AIR FLOW 15 NOT I (OVERHAN II/' RESTRICTED DECKING MAX. WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIR SPACE 112" SHEATHING 2"x4" STUDS • I6" o.c. BATT INSULATION CITY OF LOCKHART 112' SHEETROCK TYPICAL ROOF OVERHANG DETAIL I —sa-sxEETaonc MICAL xxa RRICX EXTraIW a'LA(LtRICX —At. I.mS -An RACE 1/a'SXGT Au aAxuEA hASTU05� IC�c RM tATT1I6ULAnON Ir.•sxEETxocx JaOLT+A6 0 C MA% ixa urnoM lurE rxu J ' '� ALL SLAT DDIENSIUNS nDCKNFEES 'I � e III 4RMNFMCFAtkAx roaE IIEIt•_uuxeun -I .. LY. ENCIr>Eelt TOP VIEW U. CHIMNEY CAP LL 2X4 BAND N 2X4 FRAM G - — MEMBER I — 1i — r— TYPICAL WALL DETAILS SIDE VIEW NOTE: 1) Foundation anchor bolts at 67 o c as per 2000 IRC sec R403.1.6 2) All framing and structural design to mat 90 in 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 galv steel, stainless steel, silicon bronze or toper only as per sec R-323 3 4) Provide hand rails on all stans/steps with a mmmTum of 2 risers as per sec R315 (min stair tread 10": mu nser 7 3/4" sec R3142) 5) Masonry veneer anchorage of 24" horizontal and 18" venical as SPHUE SMALL Nor PASS—U per sec R703 7 4.1 and weep holes At a maximum of 33" o c as per HANDRAIL 1 INI' MIN sec R70376 -....". TO25/11— :Sin ------------------------------ ❑] G � p X �I�N-{'TREAT xW I O U zz Q � F CO I i Co STAIR DETAIL IRC 2003 2' 4" 1 101011 MIN. CHIMNEY CAP 2X4 BAND�� 2X4 FRAMING i MEMBER OSB SIDING REn IRN END.STo w.su nR rnsr 18" FLOOR SYSTEM STRINGERS j(3)2x12 F 5/8" TYPE DRYWALL UNDER STAIR STRINGERS a V HANDRAIL Q 34"-38" MAX FIRST FLOOR lassie Century Domes MaAdnj HDme a71rnersh , Affordable Area Calculator: Description Window Area Total: 183.06 02/05/07 09:50:59 1/1 Area Calculator: Assembly Type Description Door Area Total: 55.56 02/05/07 09:50:59 1/1 MIN. 3/8" WOOD STRUCTURAL PANEL SHEATHING (SINGLE SIDED FOR 1 STORY.) EDGE NAIL 8D COMMON, 6" O.C. (1 STORY) FIELD NAIL 8D COMMON, 12" O.C. 2 - 2" ANCHOR BOLTS EMBEDDED 7" MIN. (1 STORY) HEADER CLEAR SPAN ACROSS -8" MIN 0 T n . 1800 LB HOLDOWN ONE-STORY STRUCTURES CAN USE SIMPSON HTT16, PHD2, HDU2, OR STHD10 HOLDOWNS. ALTERNATE: 1-STORY- 2'-8" MIN. TYPICAL BOTH SIDES Q 0 T FRONT VIEW HEADER CLEAR SPAN ACROSS IL'2- SIMPSON STHD10 EMBEDDED IN CONCRETE @ SLAB POUR - TYPICAL 2'-8" MIN .o..IIII. . t a � 0 L/4 I, I, I, MIN. 3/8" WOOD STRUCTURAL PANEL SHEATHING (SINGLE SIDED FOR 1 STORY.) EDGE NAIL 8D COMMON, 6" O.C. (1 STORY) FIELD NAIL 8D COMMON, 12" O.C. 2 - 2" ANCHOR BOLTS EMBEDDED 7" MIN. (1 STORY) L/4 TYPICAL BOTH SIDES r m m m P� m � o x Z 0 b m D Zo Z K) �z 02 b 0, �O �00 h„y i 8'-0' WALL 02 z DRAWN BY: A. BERNAL SHEET 401 S. CLAY STREET rAGT*AENNL% TEXAS 75110 SCALE: 3/32' = 1-0� ' CHECKED BY. A. G. MEDINA, RE Engineering, LLC APPROVED. OF 1 DATE FEBRUARY21, W07 REVISION A.G. MEDINA P.E. TELE: (972) 8783647 FAX: (972) 875-1398 EMAIL: agtm@agtmengr.com AGTM JOB CODE: BWPO207079 r m n 8'-O' WALL A�' - •1� N (ri m 0 —n x z b m D BRACED WALL PANELS �� y1--OF,r�'�v CLASSIC CENTURY HOMES 5001 HWY. 287 SOUTH ARLINGTON, TX 76017 � * A. C;, CONTACT: FERNANDO - 817-561-4369 ... 5099�5 �OZ JOB: l �is�r�;: •' PLAN NO. 1784 4 ? 1� NA�-��'� LOT: 2 BLK: 9 SUB: DOVE CROSSING ham►' 902 TURTLE DOVE TRAIL THE SEAL APPEARING ON THIS COLLEGE STATION, BRAZOS COUNTY, TEXAS DOCUMENT WAS AUTHORIZED BY A.G. MEDINA, P.E 50995ON2121/07. BRICKLEDGE WHEN BRICKLEDGE WHEN APPLICABLE 72 # 3 @ 45 WITH 2'-D' BENT @ 45' TYP. @ 3�. BRICKLEDGE WHEN ✓ APPLICABLE t APPLICABLE - � ALL CORNERS SLAB STRAND 3' '� WHERE APPUCABLE CHAIR �$•1t��^ <'p;' to 7 _ .. •Jl{ li Y +P•L�'• Y'^^• �. ' ryly'i''� CUSHION CUSHION -3 nt r.=.y-fC: I'I 14 SAND, TYP. G _ o = _ •o - �y t {gi CHAIR . 6' 6' `2-B.S�� DETAIL SAND, TYP. • •� t _ L� 4i1 I t TOP OF POST -TENSION STRANDS m ¢ _ ➢�=w-m1 L�,- ',I IIJIP I CUSHION ��N TOP OF I Ihl POST -TENSION STRANDS GRAOE III O > _ _- J>� I) I'y'f SANG, TYP . 6' . 6' "��IWHEN INDICATED LLI I I=1� �I I •? • u III III 'I r i'� TT7 'S' STRAND GRADE WHEN INDICATED <'- it ON PLAN, TYPICAL SQ 'I I- TOP OF M �n�,liw.11 II 0 Z POST -TENSION STRANDS ANCHOR "' " . • • ON PLAN, TYPICAL • ' a 2 ° 'I- _ -III-11 I WHEN INDICATED / I,t 2-#5 BARS w ¢ H ¢ =III- I�I III GRADE ,' ` - .I ",I, O a - CHAIR '� - ON PLAN, TYPICAL in DRAPE BEAM STRAND ��'' DRAPE BEAM STRAND w w -I I -I IItl WHEN INDICATED DRAPE INDICATED p IE —ems • - ' I' /'GRAPE BEAM STRAND 7/BS'STRAND ON PLAN, TYPICAL IIWHEN INDICATED O `. ON PLAN, TYPICAL N4 BARS Q ON PLAN, TYPICAL M3 SUPPORT STAKES VAPOR @ 12.0 C. aY3 SUPPORT STAKE RETARDER SEE PLAN FOR EACH WAY UNDIISTUR E D ANCHOR TYPICAL F P DIMENSIONSSOIL DETAIL "A° DETAIL "Al " } i 2- #4 BARS VERTICALLY SLAB STRANDS an SPACED @ 12- O.0 AS /f FORM BOARD DETAIL "Ell N 7. REQUIRED PER BEAM — DEPTH J CHAIR NOTE IT IS IMPORTANT TO USE THIS DETAIL ) "' • •/ ✓ BRICKLEDGE WHEN #'4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE APPLICABLE SUPPORTS @ 46' FOUNDATION FOOT PRINT AREA TO INSURE 3¢3 THAT SETTLEMENT DOES NOT OCCUR, THE 1- #4 BACK UP BAR BOTTOM OF THE PERIMETER BEAM MUST 1 � p • . rs STANDARD DEEPEN �PENETRATE UNDISTURBED SOIL AMIN OFI2 / 7 p TIEWRE CHAIR �' ,13 j' CHAIR ,f ice: BEAM DETAIL CHAIR `CHAIR LESS THAN 54' sue STRANDS SLAB STRANDS / //•`�•- ' I I SLAB STRANDS h WHERE APPLICABLE �" Y- I• I WHERE APPLICABLE m - _- WHERE APPLICABLE CHAIR LAYOUT BEAM STRAND �) 2- 05 BARS � ) N A4 BARS @ 12 WHERE BEAM 0 C E W. WHERETO - , /- DRAPE BEAM SLAB STRANDS APPLICABLE fF4' H N3 SUPPORT STARE APPLICABLE z p I l �II" STRAND ` SHEATHING CUT BACK BEHIND ANCHOR ° yJ Y3 SUPPORT STAKE II� - ,ICI WHEN INDICATED I��I[ is (CARE SHOULD BE TAKEN TO l,l ON PLAN, TYPICAL CHAIR --�' °�tl' I _ d ENSURE SHEATHING DOES NOT PROTRUDE INTO THE ANCHOR) q I.. s II 11 `� 1" DETAIL B DETAIL "B1° '° oPE 11 J. 1 M BRICKLEDGE WHEN POP 'I I' STANDARD oil 5„I�I�I II I,�I;��M� WOOD 6 APPLICABLE r,r op� APPLBRICKCAB EE WHEN rO�ORP�r DETAIL G DROP DETAIL ] W FORM EXCAVATION BRICKLEDGE WHEN ' BRICKLEDGE //- -,,;•iibb APPLICABLE ✓ WHEN APPLICABLE TENDON INSTALLATION 2 1- #4 BACK UP BAR AT STRESSING END �� +fT_ I• Ta` _ wQ,' / / g ',iN /-44 BARS @12'OCE W. fd �' 11 y V• - 'i -1-44 BACKUP BAR -p, CHAIR/ m SLAB STRAND TOP OFF/ - $ 111 i,'..' /� {`.!•- - -CHAIR T# -CHAIR ... + ,-'t POCKET GRADE J r - 1 "� -'--SLAB SLAB STRANDS t II.I I f/ Ild ll 1 N __- FORMER WHERE APPLICABLE TOP OF 4 7fII u, SLAB STRANDS { II _ r 16' (12- MIN) 1. "•7 GRADE / i/ II WHERE APPLICABLE y,y' i� y ,�I SLAB STRANDS I -I DRAPE BEAM STRAND �3 ,irjN; WHEREAPPUCABLE '11= I�•R*I CHAIR 2- #�5 BARS I \ rn - WHEN INDICATED �- _ :#4 BARS @ 12' -I I I -I1T'� ON PLAN, TYPICAL �t•+r DRAPE BEAM G� rl I _SLAB STRAND O �T •�STRAND ' I; �I O C E W I I .'1 ..CUT TOP OF / �.'• - n 1 I HERE PLASTIC WHEN INDICATED GRADE J - `J td� I I� � DRAPE BEAM BEAM ON PLAN, TYPICAL yam, II I I STRAND 3'-0' MAX • W EXCAVATION wOOD WHEN INDICATED -BEAM STRAND `FORM 0 ON PLAN, TYPICAL L AS SPECIFIED 1- N4 FOR L = IVOR LESS \ --f „ „ E 2-M4F0RL=15'TO25' COMPLETED DETAIL C DETAIL "Cl" ° g6" NOTE: DETAIL"F" 3-N4FOR L-26'TO36' STRESSING -END INSTALLATION CAN BE BRICKLEDGEWHEN DETAIL "F„ SUBSTITUTED DETAIL "F1" APPLICABLE FOR DETAIL fl'. 6 y - S' STRAND AS 3iyi I = I BRICKLEDGE WHEN / SHOWN ON PLAN 1' MIN APPLICABLE FIXED -END S LAH TING 1- N4 BACK UP BAR N I I ANCHOR III - -CHAIR 3 ��✓✓✓ _ �D•-- t�/ Il li YI I l�fi -, TYP � %`'. ,�1,41 '1 CHAIR � SAND, cl =�^ 1 r .TIP /� `.X ra, I '\ _ � \ � 70P OFF -g 'r l� POST -TENSION STRANDS r I • SLAB STRANDS y ! sI�I I I - CHAIR � / 1 STRIP GRADE=/ t "•a WHEN INDICATED 4'Af II WHERE APPLICABLE �' ' \ ♦ ,� SHEATHING - ,••y_i I(f� � IIIII, 1-, SLAB STRANDS _ I ON PLAN, TYPICAL v. �'f`+�cgY - '� '?7.1 WHERE APPLICABLE i i V `- STIRRUPS \-STIRRUPS .Y4 BARS @ ITI I `-'BS' STRAND AS 20d NAIL ;A �`.• WHEN SPECIFIED WHEN SPECIFIED i O C E W 2 x D TYPICAL SHOWN ON PLAN l- L (MIN) � r L INSTALLATION FIXED -END (DEAD-END) DRAPE BEAM ;Y3 STAKES AS REQUIRED WHEN (2) -BS- STRANDS ARE SPECIFIED IN THE BEAM, -WOOD ° r' � -3- 04 BARS \•-3- #•4 BARS s � WHEN INDICATED STRAND TO MAIL CLEARANCE FROM THE TIE 'BS'STRANDS TOGETHER FORM TOP VIEW TOP G BOTTOM. 70P 8 BOTTOM T� V� ON PLAN, TYPICAL AND INSTALL SIDE BY SIDE ° pp BOTTOM OF THE BEAM AS A SINGLE'BS' STRAND. 1 ESS 54' MAX SPACING INSTALL ANCHORS SIDE BY SIDE SEE "2-BS' DETAIL STANDARD DETAILS DETAIL'ID" DETAIL "H" DETAIL W" BEAM STRAND "BS" DETAIL 3E0LN0=1id NOTES: 6"Al 8 SPACES @ 3'-6" ± 3 SPACES 2 3'-8" ± 6" 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, aj �.••; ••�l�I) ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A: • '•��!`�` d' N MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN J ; 0 :tff co A (O FOUNDATION SITE CONTAIINS FILL (MAX, 3'4), THE DEEPEN U. ; ; LV Q, � (cO � CO CcO(D In m DIAGONAL: BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. ' CD ' 73'-1" FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE '. ; ;`�+ �• �� !� CO Cn NCA co Cnm fA Cn CAN CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS YA- goog S.S 31 INTO THE DESIGN. 4 41 000 BS32 - 2. 3000 PSI, CONCRETE SLAB.*'. ;�� cn +I I I 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS w � I I I I A d RECOMMENDED. Q *- I c? I I Cy) C� C� LO 4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER S31 I I co I I LO LID LO C/) BENEATH SLAB AREA. z N N� I I I I I m 5. ALL STRANDS 1/2" DIA, - 270 K. O S42 L _ _ _ _ _ _ - J L - _ _ _ _ _ J L___ _ _ _ _ _ 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID W Q 2-BS43 r - J � r r - - - - - - - l UNLESS ACCOMPANIED BY A LETTER FROM AGTM I I I I I ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q m Z I I I I I #4 BARS I I LOT & BLOCK, OR ADDRESS. Q CID S42 I I = I I @ 12" O.C. I I w u? O -� 0 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z = I I I I I I I p 1 DISCRETION. +^- V I I I o I I I I y I >_ Q 8 00 QU I I I 1 1 I I I 8, PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. N (� w w S42 I I I I I I -_�J� SET FORMS, DROPS, HANDICAP RAMPS, IETC., BY L L H Q r 0O Q I I I I I I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY L-------- L_ _____J L__-_____ L E OWNER/GENERAL CONTRACTOR. Z Z O "� Ir BS43 r - - - - - - - r - - - -/-511 (- - - - _ 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END W Z z � J m S42 I I I II I DROP REVERSAL IS PERMITTED. U 2 Z W z m cr Z I I I I II I 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (n *- LL- QQ rn � Q I I INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. z U p J Y F- I= S42 I I I o 1 11 1 I 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE Q Fa- d. N rn m I „ I I I I 1 1 „ I w 9-10 I 9-6 I I 11 3 AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF Z I I I I I I I I THE FOUNDATION AND SLOPE AWAY FROM THE U) U Oo W S42 _-_____J L_ _____J L_ ______J L----_-___ FOUNDATIONAMINIMUMOF3"IN6-0". J +1 BS43 r--------�-- -----�-------� r---------- O o o I I I I I I I I N 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS Q, Om S42 I I 1 I I ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 0 I I I I I I I ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED I I I Q 1 1 I I A TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING rel I I I o I I I I I w T C? N w r CABLE STRESSING. _ Q S42 I I I I I I I 1 13. THE FOLLOWING SYMBOL INDICATES DROP IN o p I I I DROP B 1 1 I FOUNDATION. THE AMOUNT OF DROP AND EXACT c c0 BS43 L_--__—__J L_ _ _ _J L__�___ _J L— LOCATIONISTOBEDETERMINEDBYPLANORAS S42 DIRECTED BY OWNER/CONTRACTOR. --------�-- --- -� r--- ------------- I II II II I � I II II II I d LL I II II II I S42 1 1 i o 1 1 i i 1 FOUNDATION: o I I I I I I I I 1, THICKNESS T= 4" O S42 I I I i i 1 2. BEAM WIDTH W= 10" U 2-BS43 L _ J L_ _--__J L_-_____J L_____-___J 3.BEAMDEPTH D=33" r---- --� r-- -----I F-------� r---------� 4. AREA = 2322 SO. FT. m 9 0 I II II II I a u S42 I I I a I I DROP I I I 5. EST. CONCRETE = 86 YRDS. m m w z F" c 0 6. SOILS REPORT: z U- 0 0 I I I I I I I I CME TESTING AND ENGINEERING, INC, a S42 I i t N i i $ LU Lill t /� I 1806 WELSH AVENUE" SUITE C I I I I I ;COLLEGE STATION, TEXAS 77840 �� E S42 L __ J L _ ___ J L_ L _ ___ __J J W 3 _ _ _ _ _ _ _ _ PROJECT NO. 26116 BS43 r- i I i i DATED: OCTOBER 2, 2006 0 QIt m Z6E g (D ro ro F c Lu r, CD w � § CAUTION:INTHE PLUMBIVENT NG Cj9 —STEEL REOUIRED. SEE DETAILS PASSES THROUGH A PLUMBING OPENING, AUTION• VIBRATE ALL CABLE LIVE4-11.1.11 GMOVE CABLE TO EDGEOFOPENING. AND DEAD ENDS TO ENSURE MAX,R UJ LL CABLE SPACING CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY Q `.J NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLE STRANDS 40'"0„ GREATER THAN5'0O.C. COME TOGETHER Q W BUILDING PERMIT CITY OF COLLEGE STAATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00000573 Date 3/20/07 902 TURTLE DOVE TRL 005401-0209-0020 RESIDENTIAL, 1 UNIT DETACHED NEW DOVE CROSSING PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 117744 Owner Contractor ------------------------ ------------------------ CLASSIC CENTURY HOMES 5001 HWY 287 S BURLESON TX 76028 (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 1784.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit Fee . . . . 514.00 Plan Check Fee .00 Issue Date . . . . 3/20/07 Valuation . . . . 117744 Expiration Date . . 9/16/07 Qty Unit Charge Per Extension BASE FEE 460.00 18.00 3.0000 THOU BLDG, VAL 100001-500000 54.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM_ R UU H-FRAMED SIZE 22" ------------------------------- ----- -- -- - -------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE SATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 07-00000573 Date 3/20/07 ---------------------------------------------------------------------------- Special Notes and Comments X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 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 2002 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 2O03 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 AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' 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 IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE BUILDING DEPT REP ESENTATIVE: APPLICANT: �� BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 3 Application Number . . . . . 07-00000573 Date 3/20/07 ---------------------------------------------------------------------------- Special Notes and Comments WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT 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 2003 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF 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 SHALL NOT EXCEED .4 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 IMMEDIAT VICINITY OF TUE - --------------------------------------------- ----�---------- BUILDING DEPT REPRF .B�TTATIVE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 07-00000573 Date 3/20/07 ---------------------------------------------------------------------------- Special Notes and Comments 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 2O03 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 Credited --------------------------------------------------------- Due Permit Fee Total 514.00 514.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1264.00 1264.00 .00 .00 ---------------------------------------------- ------ --------- 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 . . . . . 07-00000574 Date 3/20/07 Property Address . . . . . . 902 TURTLE DOVE TRL Property ID: 005401-0209-0020 R #- Application type description TEMP POLE Subdivision Name . . . . . . DOVE CROSSING PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CLASSIC CENTURY HOMES 5001 HWY 287 S BURLESON TX 76028 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit Fee . . . . 20.00 Issue Date . . . . 3/20/07 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 --------------------------------------------- ----- A 1�-� ---------------- BUILDING DEPT REPRESENTATIVE: JtAO45t APPLICANT: