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HomeMy WebLinkAboutRES2008-01714, 08-1715Og•1114 OB•rns 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 8/28/09 10/Oa/ / —l5 Cln 184200-1502-0090 2433 NEWARK CIR COLLEGE STATION TX 77845 CASTLEGATE SEC 5 PH 1 CASTLEGATE SEC 5, PH 1, BLOCK 2, LOT 9 PLANNED DEVL DISTRICT CLASSIC CENTURY HOMES LTD CLASSIC CENTURY HOMES 817 561-4369 Application number 08-00001714 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Special conditions . . 1. Need to hear from Stephen Maldonado about sewer box repair 2. Box Located and w/I11 be movedper Stephan. I Approved . . . . . ilding Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL 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 . . . . . . 8/28/09 Expiration Date . . . . 9/18/09 ►� 1 �tflq Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning Owner . Contractor 184200-1502-0090 2433 NEWARK CIR COLLEGE STATION TX 77845 CASTLEGATE SEC 5 PH 1 CASTLEGATE SEC 5, PH 1, BLOCK 2, LOT 9 PLANNED DEVL DISTRICT CLASSIC CENTURY HOMES LTD CLASSIC CENTURY HOMES 817 561-4369 Application number 08-00001714 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Special conditions . . 1. Need to hear from Stephen Maldonado about swer box repair L , ('Sox Loci- e d Approved . . . . . . . BuilcjrjAq Official VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 8/27/09, 7:54:45 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/26/09 ------------------------------------------------------------------------------------------------ ADDRESS . : 2433 NEWARK CIR SUBDIV: CASTLEGATE SEC 5 PH 1 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER CLASSIC CENTURY HOMES LTD PHONE PARCEL 184200-1502-0090 APPL NUMBER: 08-00001714 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------ B100 01 7/29/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 7/29/08 AP July 28, 2008 4:22:12 PM ccourt. Strings up, slab ground installed. B120 01 8/14/08 OC BLDG, FRAMING -PARTIAL TIME: 17:00 8/14/08 AP August 14, 2008 12:05:47 PM glsouth. APA FRAME INSPECTION B115 01 9/23/08 BB BLDG, FRAMING TIME: 17:00 9/23/08 AP September 23, 2008 9:46:50 AM bboerboom. B130 01 9/29/08 BB BLDG, INSULATION TIME: 17:00 9/29/08 AP September 29, 2008 11:53:31 AM ccourt. B125 01 8/26/09 BI BLDG, FINAL TIME: 17:00 g-g?-C� August 26, 2009 4:43:35 PM khejny. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- Vt q- - Date: 8/27/2009 Inspection Comments for Finals Permit Year: 8 Permit Number: 1714 Address: 2433 NEWARK CIR Type Inspection Type Code si tus Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC Strings up, slab ground installed. E150 ELEC, FINAL IC Closet lights need min. 12" from shelves. Secure stove plug. E150 ELEC, FINAL IC Install proper covers on exterior outlets. M100 MECH, ROUGH IN IC Connect bath fan ducts by framing. Page 1 Terry Boriskie - RE: Re: Calling for C.O. @ 2433 Newark Cir From: Terry Boriskie To: Fred Burris; Stephen Maldonado Date: 8/28/2009 7:53 AM Subject: RE: Re: Calling for C.O. @ 2433 Newark Cir Yes, Stephan please let me know when Fred has completed the repairs and I will then issue a permanent C/O. Thanks, Terry Boriskie City of College Station Residential Plans Examiner Ofc. 979-764-3744 Fax 979-764-3496 "Home of Texas A&M University" >>> "Fred Burris" <fredburris@classiccenturyhomes.com> 8/27/2009 5:03 PM >>> I just talked to Stephan we are going to meet in the morning so we can locate it. Can you issue a temp CO? From: Terry Boriskie [mailto:Tboriskie@cstx.gov] Sent: Thursday, August 27, 2009 5:00 PM To: Fred Burris Subject: RE: Re: Calling for C.O. @ 2433 Newark Cir Contact Stephan Maldonado 255-2640 Terry Boriskie City of College Station Residential Plans Examiner Ofc. 979-764-3744 Fax 979-764-3496 "Home of Texas A&M University" >>> "Fred Burris" <fredburris@classiccenturyhomes.com> 8/27/2009 4:57 PM >>> Ooops!!! Is there a way to locate it so we are not just cutting big chunks out? Can I get a temp CO Homeowner is closing Monday? From: Terry Boriskie [mailto:Tboriskie@cstx.gov] Sent: Thursday, August 27, 2009 4:55 PM To: fredburris Subject: Fwd: Re: Calling for C.O. @ 2433 Newark Cir This address has the sewer box buried under the drive. They have asked me to hold this C/O. Terry B+oriskie ► City of College Station Residential Plans Examiner Ofc.979-764-3744 Fax 979-764-3496 "Home of Texas A&M University" >>> Paul Schoenfeld 8/27/2009 12:33 PM >>> No for CO. Sewer buried under driveway. Paul >>> Kristen Hejny 8/26/2009 4:44 PM >>> bp# 08-1714 Any Issues? Kristen Hejny '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496-Fax www.cstx.gov Home of Texas A&M University College Station- Home of Texas A&M University . College Station- Home of Texas A&M University . TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT CLASSIC CENTURY HOMES 2433 NEWARK CIR. 2681 Percentage of Termticide(s)_to be applied at this location: 0.06% as GAS. Type of Treatment: Full Partial XX Vertical XX_ HorizontaVerimeter Beam XX =6'1 111114 IZ I - ROM 1, 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 P.ERfOD 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 CONDfrKM THAT COULD DEVELOP AS A RESULT OF THE OWNER'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO SEEN ATTACHED. Charges for pre -treat: NOTES: Annual re-newal: SEE ATTACHED SKETCH BUILDERS SUPPUES SKETCH/ PLAN $209.23 $130.00 32129 PT 7129/2008 Ca orTeeNneim SPCB license 32129 PT 9-d £Z20 069 6L6 so/8 - 400 e9£: 6 6 60 Z L Uef WF1056086 / 001 City of College Station PAGE 1 REQ. DATE: 07/09/08 07/09/08 12:54:08 LOCATION: 2433 NEWARK CIR LOC ID: 200994 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: 07/09/08 SCHED COMPLETION: 07/09/08 ******************************************************************************** Jul 29 08 10:00a Cch - B/cs JUL-19-ZUUd 1'UE 10:20 AM S U R V E Y P L A T 979 690 3823 P.1 P. 002 This is to Certify that I hove, this dote, made an on the ground survey of the property locoted on 2433 Newark Circle in the City of College Station, Texas, described as follows: Lot Nine (9), Block One (1). of CASTLEGATE SUBDIVISION SECTION 5. PRASE T, on Addition to the City of College Station, Brazos County, Texas. according to the Plot thereof recorded in Volume 6192. Page 204, of the Official Records of Brazos County. Texqs. r\ N. VOLIr PPAAM 2oa >'ZO'N, 41 00 1p V PALL Y L 67e% PAGE "U �iA \ Jj\` G� \ D= 65*11034" R=30.00' L=56.89' CB=N 58'24'43" W LC-53.8T ti NEWARK CIRCLE I Ow RQw.) NOTES: 1- IRr -IRON ROD FOUND 2. IRS - IRON ROD SET 3. Bcs4 of aeoryng - Subject Plot 4. C.M. - CONTROLLING MONUMENT S. -x- - *000 FENCE Y. w 4` �rE OF ee l',9 N M Ice km aarmoar Ab drwr�we ROW 010L%M= am OWS I- bran nr-b. TEAM n w-f-, N W. a.0j.4 VIIa.Y Oaa 4 �:wia r iaral 1NM N,sa9 A-r (100 tra. ee-awfb raw aa. 4W4100M o a &jw rt r a„rr a. a, 't k a[: ftral, was r M Itr i ,al tVA. � � frf4 teswo . ~ r +Nb Out of DOWNNMy mw w b d. 0, .7 a rna nrw IMYny a u.er M r am M Ib - P y0 „► M Jaww or aa.►.�.r. R ,.O,s aarr. 71ia NW 1tal+w�l .4a wN W-OW Irib TIN pM MOW" 1a n Mu, ea, -a Ma *Mddo-rEMOND el a, Vaab M- aY WYM A a- P w. y,rwr -„q. -AIM a a,q rq as q.a-w�{S "aw" -a aK wiaapbr aa1 ,� 0• A n-wVL Ma fv a.4 M aa4 M�aw� W~ il%alaa O/ Na aYl M Ww �-IL. wa M. � aidM ry yr-wwep � � W..� N Y .#�, Ira ao.-�-fw r n,a l,-P-M a!U Na�awia +WaOa{� O,O Pa e➢11pI10a Ilan M w0�w1 atwa.CEs, as iwfaatM 's at ara., o, aae MeL 7►.wr � .v la7a..s.o.u.� asi4k s .. 1RI60M P. Priew Sara+ w-Ia-lanr two Sw qvw as -a> B BUENA TIERRA GROUP SURV11MING - CODRSi1L' M • XMGMMCNT 27. 2M 400 SOUTH INDUSTRIAL O D.. SURE 226 (817) 354-1445 =40 qGELAESS. TEXAS 7604C (817) 354-1451 (F) OWN or. MAT Jun 20 07 02:04p Lch - B/cs yfu byu ;Z25 s p.'L . -..:.• ., ..., •:nor' C,nT ar C;,,qur,�P S a vi>i Pr'!"4�rsf3t•Ois+%im•I iSai�Jcz • ADDRESS/LOCATION: APPLICATION FOR BUILDING PF—PffIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77040 (979) 764.3570 (079) 764-3e96 FAX WWW.c3TkGoV , LOT _BLOCK a ✓SUBDIVISION BUSINESS/OWNER NAME: UL htO ICE�A )ro k� H((I.1�Z PHONE: _Fg& $jj -b CONTRACTOR/HOMEOWNER:0„-jQS.5(G ,c0r Rk-1 ! Mr•, PHONE: (- 0 CONTACT PERSON FOR REVIEW COMMENTS: (�� ��RRI,S PHONE: FAX: X - 923 EMAIL: ELECTRICIAN: HVAG: PLUMBER: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADbIYION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTIONSLAB ONLY DUPLEX (Landscape Plans) REMODEURENOVATION" SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: //t/(�Lf" �/�lrllG�f AS/��,tJT1, 1— PROPOSED USE: _ �/Ci1 (1-101f lm GTid.J HOMEOWNICRASSOCIAT10Pl/ARCHITEG7UAL OR DESIGN REVIEW COMMITTEE APPROVAL TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EASPRJAj1A VALUATION: $ '� TOTAL AREA:$ I HEATED AREA: 20C"j (Cost of Lzbcr arui Mate4als) 55� PUBLIC SEWER NumBEROF BEDROOMS: 7 SEPTICITREA7MEN7 SYSTEM NUM9ER OF BATHROOMS: ' Rr SEWER TAP: 14 laTERIOR WALL TYPE: W Aob `' S k4 t KC�C WATER TAP: 3 It EXTERIOR WALL TYPE: �� lC� ¢E OTHER TAP: SrrF FOUNDATION TYPE: 'PAST �5 TEMP PoLe ROOF TYPE: �i�Qt�S rn /� O, GARAGE TYPE: SINGLE Ej DOUBLE TRIPLE Q AA ATTACHED DETACHED C PORT SIGNATURE OF APPLICANT: 'If proposed work involves new co rolsl ion on orr fac a improvement avalions 9c en exlstfng commercial property, building elevatlbns are required. eeeesee`o9AB66eeee4eeebeaeaebe6466*4+ + * 4 + + 4 46 4Ae4Alb+�a• _ F) � - to- �S ©czar v�� ®nry �P Plans Examiner Zoning Official 6AQ� w/HQ �j t'iti � n �'i4'eIa C manta: S r NO Fire Marshall Jun 20 07 02;05p Cch - 8/cs y iy VJU 3c/-3 p',5 ,energy Code Compliance Information / o Glazing of exterior walls Insulation R value of exterior walls T-r Insulation R value of ceiling I (flat areas) 2,caw -� Insulation R value of ceiling 2 (vaulted areas/no attic) i A77 Glazing SHGC (Solar Meat Gain Coefficient) . 3 Glazing U-Factor 5 / R value of ductwork - A/C SEER Rating 3 Protection Against Subterranean Termites Chemical Tem-iticide 'treatment (Soil Treatment) ❑ chemical Termiticide Treatment (Field Applied Wood Treatment) ® Physical Barriers Other *Verifiezdan of Application shall be suhridtted to the C.itY of College Station Buflding Department prior to issuance of the Cerdifleate of Occupancy. t§ _ PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning dDevelopment Services COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# _ I DATE: �.P BUILDING ADDRESS: Z1133 n%wOLAe idle I. Foundation Requirements- Minimum City Foundation Standards N A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement and Beam Reinforcement F. Protection Method used for Termites. G. Wood foundation details indicated K II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/QV 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 EWOK E. Header sizes indicated on plans NA/ F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, grade and direction of span indicated on plans L. Attic access location and size indicated on plans M. Span exceeding code tables must be engineered N. Rafter size, spacing, roof slope & purlin bracing if required to reduces an O. Roof covering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations 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. OK K PLAN REVIEW (*//q" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& DevelopmentServicet COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX III. Stairway Requirements A. Stairway Details K 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: NAIPP 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 (*f/4" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& Development Services 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 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 NAICO A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 N Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed K "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER DATE Engineering, LLC 401 S. CLAW STREET, ENNIS. TX 75119 May 5, 2008 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 The following post -tensioned foundation plans are herein authorized for construction at the address and legal description shown below. Lot Blk Subdivision Address Citv County State 9 2 Castle Gate 2433 Newark Circle 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. 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 (BRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647 PTF0408089 ff, % 0 ts" �07'_, % .A. Ci. RAEDINA 5 I1tAL�-" 14% � 51512008 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 1 E-MAIL: info@txfoundations.com &AV4 -- -- 10'P.------ 28, j � 20' L ONE STORY SINGLE FAMILY 1 j BRICK RESIDENCE �3,l % PLAN # 2001 j 53'-311 Ni N pq � Qj j q i Q 25'-0" i �O 18' CONC. DRIVEWAY J 20 BL 1.89' 2433 NEWARK CIRCLE LOT 9, BLOCK 2 CASTLE GATE COLLEGE STATION, BRAZOS CO. TX FLATWORK 1176 SQ/FT GRASS 276 YDS ack os& BRICK QUOINS 2 - 3' x S DLI/I MUI W I" PROJECTION W/4' x 2' AR TR EN 111 111 111 111 .i il��= sue : -!�= c PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED BRICK SOLDIER @ TOP OF GABLE 2 - Y x 5' DLI/I MULLED 130UBLE W/4'x7AR TR ROWLOCK TO SURROUND WINDOWS PLAN # 2001 Csic Century Homes ADDRESS 2433 NEWARK LOT 9 BIK 2 SUBDIVISION CASTLE GATE MaiMR Hna 0" a.b �l�I"A4 15-6" 3-1- 53' Y 50'0" 3'3- 19, 1 V UP% 4) ------------- V. GO' 3'0".6'0' I ORCH MASTER SUITE 8'CLG ----------- 3' 6" 8-3" BDRM 2 8'CLG 3' 0' 20 2 8' 91 19 CLG :c) 3-81 8-4- 2' 9' .4v - ------------ 2`10" 3. 9. 22 6" ------------ en FAMILY 10'CLG 4) BDRM 4 8'CLG ------------------- 4'10" 2'6 1/2" 6'6 3'0 1/2" 51 7" 3-8 1117" T 5'6" &V, 'Dw, ---------- - 0 -- - ---- S4' A U 12'41 1/8" KITCHEN 8'CLG - - - - - - - - - - - - - - DINING. 9'CLG fit PORCH 10,cn 2'0' BDRM 3 8'CLG 2-1- 2' 6'x60' 2'T..- AT f(�)6' G 3-1" 1&0" 3' 4" 6-111, 10. 3'0'�5-O- 30*.Y0I 4 XX AR TR I NX22Arnc I 1, AOCES3 1 5'0" *12'7" FOOTAGE LIVING 2001 GARAGE GARAGE 491 8'CLG PORCH 189 TOTAL 2681 COPYRIGHT 2000 SEE ELEVATIONS FOR FRED BURRIS & CCH FWiqDOWS SIZE AND LOCATION 3' 0- x 5'0' 3 4' x 2- 0"' 5'a 22'6'7 27'6" TY PLAN Al 2001 N OADD"SS SHADED WALLS TO 2" x 6" FOR PLUMBING 2433 NEWARK 2) ALL HEADER HEIGHTS TO BE 6'10" UNLESS LOT 9 Century OTHERWISE NOTED BLK 2 Homes 3) PROVIDE TEMPERED GLASS WHERE NEEDED SUBDIVISION CASTLE GATE NOTE:1) Foundation anchor bolts at 3) All lower sole plate to be 4) Provide hand rails on all stairs/steps 6'0" o.c. as per 2003 IRC Pressure treated as per with a minimum of 4 risers as per sec. R403.1.6 sec. R319. All fasteners sec. R3IS. (min. stair tread 10": ' 2) All framing and structural to be hot dipped gals. steel, max. riser 7 3/4" sec. R314.2) design to meet 90 m.p.h. stainless steel, silicon bronze 5) Masonry veneer anchorage of wind criteria as per sec. or coper only as per sec. R602 24" horizontal and 18" vertical as R301.2.1 and table R301.2(4) per sec. R 3.7.4.1 and weep holes ' 2003 IRC code. at a m of 33" o.c. as per T n sec703. . g� 1 1/4" PL ' ROOF AS SELECTED IF ' REAR ELEVATION BRICK PLAN# 2001 ADDRESS 2433 NEWARK LOT 9 BLK 2 SUBDIVISION CASTLE GATE Century Homes ....--*Affi- 0 0' 1 1/4" I" PL DF PLAN SIDING TO BE ,L TEMPLE BRAND HARD BOARD r-- — T--------------------------- PORCH i 8' CLG LLNhN �-} MASTER SUITE ----------- BDRM 2 ---------- - 8' 9' X / V Y HENLG l� P s-x9lArno 1 AeeESa I GARAGE 8' CLG COPYRIGHT 2000 FRED BURRIS & CCH I FAMILY xil- 10'CLG \ I � z rPORCH�DINING8'CLG PLAN # 2001 ELECTRICAL PLAN �r Centul y Homes ADDRESS LOT BLK SUBDIVISION Mas..a., aneo. we. 8 CLG --------------------- BDRM 4 8' CLG �I FT 4 BDRM 3 8' CLG UPLIGHTS ELECTRICAL COUNT SYMBOL ceiling fan spotlights 2 2 exterior light 2 2 double spotlight 2 qp fluorescent fixture I single spotlight 5 g vanity bar light 4 0 0 0 0 0 fan 4 light 17 outlet 29 outlet 220v 1 outlet gfi 15 smoke detector 7 B switch 30 $ switch 3 way 5 $a I,TMNEATHING ASBARRsIt h/SDIpI (g lcu. lI4 BATTOSUTATpN BravrsuxeoARo .1 Bom. PUTE 9HMGLE9 tt1MAAlIg1E -m .1l1 A BAFFLES(,�O.0 MICAL FLOOR I— ENDS ff OE INMALLED W I mAT Yl'TRG YUBPLW0. AM-- — — Ton T0.U45SPACMO AND mICK To BB DETERMINED BY .—E.EE0. AIM. 2X6 MFTeRS63il•OC MIFJIpRLEIIJNGFMsx IR'PI.YB'UW sNEA W RATTkINYULATNINm OF Fl.f1OR WEA Ko n(BRIC AL TYPICAL i%d B0. EXTYR100. WALL: ERIERR P FACE-1. METALIM Xnet' 1RXllO11— fASCM I"AIR SPACE IR"Sm'Am1. AMBARRMR BLCKCOUssam—aRAnne iNSNDSiq Iv- OPFLOOR AIST YDPPN W' EQUALLY SPACED VBMS RiI BAR MSU1- ITYNEETROLX (W2EPYEM EYYRY 3RD BOC% ATBOTnOM) C.- NCTAL B0.NX TIES r AIRWACE BBRMG AM BARRMM ha Yrides@ RII BATTIN ULAT ON Vi•YNEBTRIxX fAV(,S+,,fe i %/ BOTTOM PI.AIE l aiAR.n SHINGLES 1/2' PLYWOOD SHEATHING c/W "H" CLIPS MIN. 2'X6" RAFTERS • 24' o.c. BATT INSULATION CONTINUOUS AIR VENT BAFFLES -24" O.C. END AT RIDGE TO BE INSTALLED SO THAT AIR FLOW IS NOT RESTRICTED J ' • j r SLABgMEN51FMS1mCXNESSES. EMfgICEMiMroBEDEIERMINEO aY NEER (OVERHA MAX. ROOF WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I" AIR SPACE 1/2" SHEATHING 2'z4" STUDS • 1, o.c. BATT INSULATION CITY OF LOCKHART 1/2" SHEETROCK TYPICAL ROOF OVERHANG DETAIL NHFAL BRxX TR9 I•As srnce AM AAR aARRSA .13BA ®M"O.f .. B. INBULATIUN V1'YNeBTROLX Au SLAB oaurulRMs T xrcxNEssEB. 'I � • `1 aRF1NEORCEMENFT0 BE11E1rANINFDBY 4 ENGINEER RI °La °II. TOP VIEW CHIMNEY CAP 2X4 BAND _ 2X4 FRAA MEMBER TYPICAL WALL DETAILS SIDE VIEW LUE CHIMNEY CAP 2X4 BAND CV NOTE 1) Fmmdetirm anchor bolts at 6'0" o.c. as per 20001RC sec. R403. L6 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 treated as per sec. R323. All fasteners to be hot dipped gale. steel, stainless steel, silicon bronze of coper only as per sec. R323.3 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per sec. 11315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonary veneer anchorage of 24" horizontal and III vertical as srxeRE sWAu SPHERE per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. a4 per HANDBALL I , Mm. ZE sec. R703.7.6. .......:0 .Sl�B.M....I... "a -------------- —------------- � a 0O IN. TREAE U fD A 2X4 FRAMING i MEMBER OSB SIDING STAIR DETAIL IRC 2003 a,, RETURN ENDS TO WALL OR P(E4i 4 F� M y 18" FLOOR SYSTEM (3)2x12 STRINGERS F 5/8' TYPE DRYWALL UNDER STAIR STRINGERS C7 U HANDRAIL @ 34"-38" MAX. FIRST FLOOR lassie Century Homes Making Hnmr Olvnrrship AJfordahlr Area Calculator: Add to Library Window Name Assembly Type Quantity Width xHeight = Unit Area Total Area U-Factor SHGC Comments/ Description 1 TO" x 5'0" Metal Frame, Do 3 3'-0" 5'-0" 15.00 45.00 ft2 0.650 0.340 2 TO" x 6'0" Metal Frame, Do 5 3'-0" 6'-0" 18.00 90.00 ft2 0.650 0.340 3 4'0" x 4'0" fixed Metal Frame, Do 1 4'-0" 4'-0" 16.00 16.00 ft2 0.650 0.340 4 2 - 3'0" x 5'0" mulled Metal Frame, Do 1 6'-0" 5'-0" 30.00 30.00 ft2 0.650 0.340 5 1 ITO" x 1'6" AR TR Metal Frame, Do 1 D = 3'-0" 3.53 3.53 ft2 0.650 0.340 6 4'0" x 2'0" AR TR Metal Frame, Do 1 D = 4'-0" 6.28 6.28 ft2 0.650 0.340 7 2 - 2'6" x 6'0" mulled Metal Frame, Do 1 5'-0" 6'-0" 30.00 30.00 ft2 0.650 0.340 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Window Area Total: 220.81 04/28/08 12:25:11 1 /1 Area Calculator: I= Comments/ Description Door Area Total: 53.34 04/28/08 12:25:15 1 /1 "161:1��. RIGHT ELEVATION ate' SrRUCTUwu SHEATHING 4'-0' 4'-0" 4'-0" TYR TYP. '[TYP. � �'1 REAR ELEVATION z %W STRUCTURAL SHEATHING It 4'_0" 4'_0" 4'-U TYR TYP. TYP 4-2'd . 2'-0" > 12' 6" YP > 25-0" > 25'-0" > 12'-6 63'-T LEFT ELEVATION W MIN. FRONT loc�p UQ) X LF— J W Y W U W F- Z O = ,� 0 Z Q a: � 00 _ W UU (L O � O ,J cc U) --� co N Q cNn F- Z Cfl W WC[] �U=Zo Z U)Z M 0 VOJ� ZN2Z NO J W O� V�QLoQ� aM ~ cn W J Z m U o 0 0 -' GHT 0 m U 0 Ili Lu W 0 0) co Itt a m W 0 U m 0 Q m z o J ¢ N g a ¢ U1 � o Z S 5 ¢ Q ^ J Uj $ CLt` m �p Z a �W cwc G LLI t�C C3 WU� ~ Q C'3 w Q w 2 11 3 SPACES 2 SPACES 3 SPACES b" a rtrt�GJ lw o =:Lw 3 -4" S w J -v " T � J- I v a:-3- b.. A DIAGONAL: ;S2 It co Al 85'-2 5/16" A 0 rn"- r I,- Lo cn m cn r` c0 �Ba cD cn It �t t m cn cn cn It m cn cn m CD (D (D (D � CO CD d m cn cn Cn m Cn r-- - -- r— m cn cn cn m S52� -� i --- - -I F-- a ---1 � - -- --- - BS53 - -- S52 I I I I II i' ii ii i I� +I I ii I II IL_ _ ii A ? S52 i I @� S52 L— ------ i DROP i i I L_-----J L_J L------J 61------I cn 0 BS53 r--------- I _ r----------i r---------i------I N I I I I I I I U) m I I I L-- ---- I I I I I I I r-- -----I -I I I I I I I E I I I I D S55 q B H FI S55 II II II II - BS56 ----- L___-------i L------_J L-_ -___J L-----__J L_J ------ 0 S55 " i i I I I �� 11 -3 �_ I �_ �� III 10 10 I I 9 11 8 10 I I 8 9 1 1 81 I II S55 I I I I I I I I Ili L 1 I I I I D P I q BS56 L-------- LI —J LI -------JI L---------J L----- --JI 0 S55 S55 I it B1 H II I I I I I I I a l l I (O 1I co _ J I I I I I I p l l I -- I 113 #4 BARS--- DROP i i i t 6'-8" TYP. i y i i i i O S52 --_ ----- __ m"' t I L-------- L-- __ __J L_J - ---- -- -- -- - ------- BS53 i i i i I I B1 A I BS22 - - - A S32 S25 I _______ _ rn- L_ ____ Al - BS26 Al q S25 I D U)--� C la SLOPE I g�� m/#4 BARS A S 25 @ 12"O. C. BS26 L------- - - - - - - - _� S25 r----- --= r-------- 7 -N I I D S25 I m II I -till, I II S25 ' II L_ _J BS26 53'-3" CAUTION: VIBRATE ALL CABLE LIVE AND DEAD ENDS TO ENSURE MAX. DENSITY CONCRETE, ESPECIALLY AREAS WHERE MULTIPLE STRANDS COS MMEJTOGETHER CAUTION: IN THE EVENT THAT A CABLE PASSES > THROUGH A PLUMBING OPENING, MOVE CABLE l TO EDGE OF OPENING. CABLE SPACING CAN BE [' ADJUSTED, BUT IN NO EVENT CAN CABLE SPACING BE GREATER THAN 5'-0" O.C. FOUNDATION REQUIREMENTS: 1. THICKNESS T = 4" 2. BEAM WIDTH W = 10" 3. BEAM DEPTH D = 28" 4. AREA = 2713 SQ. FT. 5. EST. CONCRETE = 103 YDS. NOTES: 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A MINIMUM 1� INCHES INTO UNDISTURBED SOIL OR UNIFORMLY COMPACTED SE . FILL. THE SELECT FILL SHOULD BE NON -EXPANSIVE SOIL WITH A PLASTICITY INDEX BETWEEN 6 TO 14, AND SHOULD BE PLACED IN LIFTS OF 6 TO 8 INCHES AND UNIFORMLY COMPACTED TO A MINIMUM OF 95% OF ASTM D698 (STANDARD PROCTER) MAXIMUM DENSITY AT A MOISTURE CONTENT WITHIN 3% OF OPTIMUM. WHEN FOUNDATIONT— SITE CONTAINS FILL (MAX. 3'-0"), THE DEEPEN BEAM DETAIL SHOULD, BE USED IN THESE FILLED AREAS. FOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS INTO THE DESIGN. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH MINIMUIM STRENGTH OF 3000 PSI AFTER 28 DAYS AND SHALL CONFORM TO ACI 318, ACI 301, AND ASTM C94, MOST CURRENT EDITIONS. 3. CONCRETE SHALL NOT BE PLACED WITH SLUMP GREATER THAN 5 INCHES, WATER SHALL NOT BE ADDED TO CONCRETE AT JOB SITE, 4. WHEN SPECIFIED ALL #3 BARS SHALL BE 40 GRADE STEEL AND ALL #4 OR LARGER BARS SHALL BE ASTM A-615 GRADE 60 5. PLUMBING MAY CROSS BEAMS BUT NOT BE PLACED IN BEAMS. 6. ALL GRADE BEAMS AND SLAB AREA SHALL BE FREE OF ANY STANDING WATER AT THE TIME OF CONCRETE PLACEMENT, 7. 4" OF CUSHION (LEVELING) SAND UNDER CONCRETE SLAB IS RECOMMENDED TO ACHIEVE A LEVEL SURFACE, 8, PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH SLAB AREA. 9. ALL STRANDS 1 /2" DIA. - 270 K. 10. THIS FOUNDATION DESIGN IS CONSIDERED INVALID UNLESS ACCOMPANIED BY A LETTER FROM AGTM ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC LOT & BLOCK, OR ADDRESS. 11, PLANS CAN BE REVERSED ON LOT AT BUILDERS DISCRETION. 12. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY ARCHITECTURAL FLOOR PLAN OR AS SPECIFIED BY OWNER/GENERAL CONTRACTOR, 13. AT CONTRACTORS OPTION, LIVE END AND DEAD END REVERSAL IS PERMITTED. 14, AT CONTRACTORS OPTION, BRICK LEDGE MAY BE INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. 15. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE AROUND THE FOUNDATION SHALL BE B" 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 ESPECIALLYAT CORNERS WHERE SEVERAL CABLES ARE ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING CABLE STRESSING. p 18. THE FOLLOWING SYMBOL INDICATES DROP IN o FOUNDATION. THE AMOUNT OF DROP AND EXACT LOCATION IS TO BE DETERMINED BY PLAN OR AS DIRECTED BY OWNER/CONTRACTOR. 0- STEEL REQUIRED. SEE DETAILS V_ SEE DEAD END ANCHOR DETAIL m o v� N • �. 0 : % / z I = rL� W•� J� a=o O: 'Z/ arnui IY' •C'3: �• �/ aot � d JZz w Z) 2 moo z O W a rn co Luc w w I_ O w J ~ I` T �00 0 0 c~i1Y�U ODNr NUQO I... N CD Z � cr yL m W cr 0 z LIJ z� CV Mz �o U= Z w (M g Y N 0 ZC) LL CL WU� �g 0 Z °' W ° w f U 0 J U O O m a O m r O U) z m W m m Z m 0 lii J U U) U J J O) 0 co Rt 0 LL 0 m OC C H Q W U �10roio a r� Z co Q _ co 7 N CV W o 0� m a � BUILENG IERMIT 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 . . . . . 08-00001714 Date 7/09/08 Application pin number . . . 344412 Property Address . . . . . . 2433 NEWARK CIR Property ID: 184200-1502-0090 R #: R300544 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE SEC 5 PH 1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 132066 Owner Contractor ------------------------ CLASSIC CENTURY HOMES ------------------------ LTD CLASSIC CENTURY HOMES P O BOX 173849 5001 HWY 287 S ARLINGTON TX 760033849 ARLINGTON TX 76017 (817) 561-4369 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . A/C SEER RATING 13.00 CEILING 1 R VAL. (FLAT) 38.00 CEILING 2 R VAL-NO ATTIC 22.00 DUCT R VALUE 6.00 EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID N/A FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT . GLAZING 11.50 GLAZING U-FACTOR .56 HEATED AREA 2001.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 3.00 NUMBER OF BEDROOMS 4.00 EXTERIOR WALL INSUL R VAL 13.00 GLAZING SHGC .32 SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 585968 Permit Fee . . . . 559.00 Plan Check Fee .00 Issue Date . . . . 7/09/08 Valuation . . . . 132066 Expiration Date 1/05/09 ---------------------------------- --------- ------ ---- ----� :----------- BUILDING DEPT REPRESENTATI E: APPLICANT: BUILDING :;ERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpihspect.cstx.gov Page 2 Application Number . . . . . 08-00001714 Date 7/09/08 Application pin number . . . 344412 Qty Unit Charge Per Extension BASE FEE 460.00 33.00 3.0000 THOU BLDG, VAL 100001-500000 99.00 Special Notes and Comments -Engineered Foundation and Bracing Plans. *Engineered Bracing Methods Used To Meet Windbracing Requirements. *ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) *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 LATE AND HEADER OF 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://bpihspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 08-00001714 Date 7/09/08 Application pin number . . . 344412 ---------------------------------------------------------------------------- Special Notes and Comments PENETRATIONS SEALED *Assure Proper GFI Locations, Including One Within 25, Of Outside A/C Unit *PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION *Wall and Ceiling Insulation are as follows respectively. If Wall to Window Ratio is up to 15% the Values Shall be R-13 and R-30, above 15% the Ceiling Insulation is Increased to R-38. *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 RESIDENTIAL DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' *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. *MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER CODE SECTION R602.10 IN 2006 IRC *ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP. A SPECIAL "APA" NAILING PATTERN INSPECTION SHALL BE PERFORMED PRIOR TO FRAMING INSPECTION. *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 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://bpiAspect.cstx.gov Application Number . . . . . 08-00001714 Application pin number . . . 344412 Page 4 Date 7/09/08 Special Notes and Comments 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 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/PORTA-CAN 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/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING/WINDOW RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTOR OR LOWER SHALL BE MET. *U-Factor Ratings for Window % up to 15% is .65, from 15% to 20% is .55, from 20% to 25% is .54 and above 25% is .46 or lower. *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 WITHINJ6011ABOVED IN SHALL BE ------------------------------------------6.- AP9000.,�..•------------- BUILDING DEPT RE�RESENTATIVEf APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpiiispect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 08-00001714 Date 7/09/08 Application pin number . . . 344412 ---------------------------------------------------------------------------- Special Notes and Comments TEMPERED GLASS *TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS *AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE *RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC *ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK *GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. *PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES BY BEING ELEVATED A MINIMUM OF 18" ABOVE FLOOR LEVEL. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" ---------------------------------------------------------------------------- 400.00 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 559.00 559.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1309.00 1309.00 .00 .00 ------------------------------------------_---------------- BUILDING DEPT REPRESENTATIV-----E---------- -: .1 '4 10_`_ 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 . . . . . 08-00001715 Date 7/09/08 Application pin number . . . 486970 Property Address . . . . . . 2433 NEWARK CIR Property ID: 184200-1502-0090 R #: R300544 Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE SEC 5 PH 1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ CLASSIC CENTURY HOMES LTD ------------------------ CLASSIC CENTURY HOMES P O BOX 173849 5001 HWY 287 S ARLINGTON TX 760033849 ARLINGTON TX 76017 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 578047 Permit Fee . . . . 20.00 Issue Date . . . . 7/09/08 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 --------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: -�- -'-'� +------------