The URL can be used to link to this page

Home My WebLink AboutRES2007-02206, 07-2207°��i�tcMp)' k PREPARED 1/09/08, 12:00:53 INSPECTION TICKET PAGE 5 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 1/09/08 ------------------------------------------------------------------------------------------------ ADDRESS 4344 SPRING GARDEN DR SUBDIV: SPRING CREEK GARDENS PH 2 CONTRACTOR TRINITY CUSTOM HOMES PHONE (979) 680-0551 OWNER SPRING CREEK CS DEVELOPMENT PHONE PARCEL 582881-0202-0220 APPL NUMBER: 07-00002206 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 8/28/07 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 8/28/07 AP August 24, 2007 11:13:40 AM kwolfe. AFTERNOON Form Survey Submitted Slab Ground Installed B115 01 9/19/07 RH BLDG, FRAMING TIME: 17:00 9/19/07 DP September 17, 2007 4:28:49 PM kwolfe. 09/19/2007 03:00 PM RH PDA Need anchors at panels. Need bolts and bracing at utility room. Need anchors at back door. Joist hangers at RTA and attic access. Tape seal all penetrations through TYVEK. B115 02 9/21/07 RH BLDG, FRAMING TIME: 17:00 _ 9/21/07 DP September 21, 2007 9:13:00 AM kwolfe. 09/21/2007 04:39 PM RH PDA Structral panels need proper size bolts. Need bracing and bolts on both sides of laundry room door. Do not use wedge anchors. Tape seal around doors and penetrations through TYVEK. B120 01 9/25/07 BI BLDG, FRAMING -PARTIAL 9/25/07 CA Could you please call me so that I can try to meet you out - on the site, just in case we have missed something. My cell # 979-412-1770. September 25, 2007 8:10:40 AM kwolfe. builder entered wrong inspection on click 2 gov B115 03 9/25/07 RH BLDG, FRAMING TIME: 17:00 9/25/07 AP September 24, 2007 4:30:13 PM acarter. B130 01 9/26/07 RH BLDG, INSULATION TIME: 17:00 9/26/07 AE September 25, 2007 11:23:19 AM kwolfe. 09/26/2007 05:19 PM RH PDA Fix Tyvek above backdoor. B125 01 1/09/08 BI BLDG, FINAL TIME: 17:00 �H January 9, 2008 8:32:49 AM kwolfe. =�Thur ds ay afternoon ,, A-(-) 0 ----------------------------------- CONTINUED ONTO NEXT PAGE----------------------------------SJ Date: 1/10/2008 Inspection Comments for Finals Permit Year: 7 Permit Number: 2206 Address: 4344 SPRING GARDEN DR Insp. inspection Type Code Description Status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Form Survey Submitted B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed 6115 BLDG, FRAMING IC 09/19/2007 03:00 PM RH PDA B115 BLDG, FRAMING IC Need anchors at panels. Need bolts and bracing at utility 6115 BLDG, FRAMING IC room. Need anchors at back door. Joist hangers at RTA 13115 BLDG, FRAMING IC attic access. Tape seal all penetrations through TYVEK. 6115 BLDG, FRAMING IC 09/21/2007 04:39 PM RH PDA 6115 BLDG, FRAMING IC Structral panels need proper size bolts. Need bracing and 6115 BLDG, FRAMING IC bolts on both sides of laundry room door. Do not use 6115 BLDG, FRAMING IC anchors. Tape seal around doors and penetrations through B115 BLDG, FRAMING IC TYVEK. B120 BLDG, FRAMING -PARTIAL IC September 25, 2007 8:10:40 AM kwolfe. B120 BLDG, FRAMING -PARTIAL IC builder entered wrong inspection on click 2 gov B130 BLDG, INSULATION IC 09/26/2007 05:19 PM RH PDA B130 BLDG, INSULATION IC Fix Tyvek above backdoor. E150 ELEC, FINAL IC January 8, 2008 4:48:26 PM kwolfe. E150 ELEC, FINAL IC need proper breaker for A/C E150 ELEC, FINAL IC need to connect ground E150 ELEC, FINAL IC install all cover plates M110 MECH, FINAL IC January 3, 2008 9:06:23 AM glsouth. Page 1 TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE • (�%�� l�/ COLLEGE STATION, -T-X 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number Application pin number . . . Property Address . . . . . . Property ID: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation 07-00002207 Date 8/10/07 523314 4344 SPRING GARDEN DR 582881-0202-0220 TEMP POLE SPRING CREEK GARDENS PH 2 RESIDENTIAL PLANNED DEVL DISTRICT 0 Owner Contractor SPRING CREEK CS DEVELOPMENT TRINITY CUSTOM HOMES LTD P.O. BOX 9606 4490 CASTLEGATE DR COLLEGE STATION TX 77842 COLLEGE STATION TX 778453388 (979) 680-0551 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . AC Permit pin number . 518381 Permit Fee . . . . 20.00 Issue Date . . . . 8/10/07 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 ---------- --------------------- ---------------------- BUILDING DEPT REPRESENTATIVE:kiti-vtr- APPLICANT: WF0949654 / 001 City of College Station PAGE 1 REQ. DATE: 08/09/07 08/09/07 14:44:08 LOCATION: 4344 SPRING GARDEN DR LOC ID: 205150 REQUESTOR: TRINITY CUSTOM HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: ACARTER AUTH USER:ACARTER WRK TYPE: WTR 3/4" SWR 4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 08/09/07 SCHED COMPLETION: 08/09/07 ******************************************************************************** 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 . . . . . . Approved . . . . . . 1/11/08 58288.1-0202-0220 4344 SPRING GARDEN DR COLLEGE STATION TX 77845 SPRING CREEK GARDENS PH 2 SPRING CREEK GARDENS #2, BLOCK 2, LOT 22 PLANNED DEVL DISTRICT SPRING CREEK CS DEVELOPMENT TRINITY CUSTOM HOMES 979 680-0551 07-00002206 000 000 RESIDENTIAL, 1 UNIT DETACHED NEW COMBUSTIBLE (UNPROTECTED) RESIDENTIAL-SFR/DUPLEX B cia V11.1 VOID UNLESS SIGNED BY BUILDING OFFICIAL JAN 10,2008 04:36P LONE STAR CONSTRUCTION 979-680-0551 page 2 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT Property Owner: LONE STAR CONSTRUCTION, LLC. Locati rt. to be Treated: 4344 SPRING GARDEN APPrsuimate MeaeyTes to be.Treated.�_ 1738 Perc@Btaae of Termtioi-da(s) to be applied at this location: Q,Q.6%—m Type of Treetrtlfflt Euil Partial XX VertigaL)QL FoHorizontal/Perimeter Beam XX undat[on: SLAB SAing: BRICK -` — Priman U.ea: RESIDENCE Alab 1.0Saiotar.One insectic de-has-bM.attachad a$..Part of.this document A LABEL FOR ANY OTHER PkSTICIDE RECOMENUFf1 OR USED HAS BEEN ATTACHED A.S PAR i OF THIS DOCUMt-NT WARRANTY INFORMATION (IF ANY) INC.I UOINDAREA COVFHF.II. TIME PERIOD OF WARRANTY. RENEwAL UPTIONSAND COST, THE OBLIGATION6 OT THE PFSI i:UNTROL OPERATOR TORE TREAT FOR TERM] I F INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITE INFESTATIONS WITHIN TI IE WARRANTY PERIOD. AND THE CONMTION8 THAT COULD DbVELor AS A RESIn I OF THE OWNER'S ACTION OR INACTION THAT WOULD VOIU THE WARRANTY HAS ALSO DrFN ATTACHED. Charges for pre -treat: $301.02 NOTES: Annual re-newal: $140.00 32129 PT Ca or Tacrwmwen SPCB Ilcama f 8124/2007 32120 PT io Lo 0 C DIAGONAL: 66'-0 7/16" 35'-0" f1 #3 BARS @ r------- I I -I r------- -- I I I II II -I I I II r---------i I 15" O.C.E.W. I I b I � II II II it II II II I I I c\lZW I I II I I I I I I II II I I I I 1 t I I I I I ------ II J _ II II II II L ----- -J II II II L __J I I 1 L-- - - - - - - r -----_ I I -i I II r----- -7 I I B II r----� I I II r -------� I I I I 1 9'-8" II 1 i " 1 9'-31 II i l 5'-7" I I I Y III III III I I II II II I I ------ _ II -� II L--------� II �- --J 1 L--------- j r - - - - - - I 7 r- - - - - - - -IIIII 1I - - - - - III D RI I co I I - DRO III IIIIII IIII IIIIII IIIIII wCL IlIII III1I 11 1I L------J L -- ----J _J --------11l L JIIIIII wp I M I 4-o IIII 1 I IL---- ---J L----- J L-------J F____ _ -1 r-------� I I I I 1 I I G' /q I b I I I I p I I I I I I I I I ------ II II J I 1 L-- - - - - -J 0 NOTES: 1. SLAB THICKNESS, BEAM SIZES, AND REINFORCEMENT,: REQUIREMENTS SHALL BE AS SPECIFIED BELOW, r g: : •'•.•566 o 0 o 2. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS RECOMM p :� ';��/� z 2 3. BOTTOMS OF ALL EXTERIOR BEAMS SHALL EXTEND 12 INCH U. g �� Z� c ui MINIMUM .INTO UNDISTURBED SOIL, OR COMPACTED SELECT FILL ( �� . �� : O� a d LESS THAN 12). FILL SHALL BE PLACED IN ACCORDANCE WITH Y : ; Ci ; Q�: 0 J F a ACCEPTED STANDARDS SUCH AS THE STANDARD PROCTOR DE �b`�S'•.,•: ` ui w IN ACCORDANCE WITH ASTM 698. THIS IS NOT APPLICABLE WHEN 1� tic: spP w ° 2 USING PIERS. `h�i��`� °° 4. ALL FORMS SHALL BE STRAIGHT AND WELL SUPPORTED 5. ALL CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AND BE COMPLIANT WITH LATEST EDITION Q OF AC318. W U) 6. CONCRETE SHALL NOT BE PLACED WITH SLUMP GREATER THAN 5 INCHES. WATER SHALL NOT BE ADDED TO CONCRETE AT JOB SITE. U w o N I- 7. ALL CONCRETE SHALL BE PROPERLY CONSOLIDATED ESPECIALLY O Z N Z AT -ALL CORNERS. 8 _N p c Z 8. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH z o o ^ v a z 0 SLAB AREA. C7 L U 9. ALL BEAM REINFORCING SHALL EXTEND TO WITHIN 1 2' OF W Q O rn OZ a w oC EXTERIOR FORMS. �X- 10. ALL REINFORCING TO BE CONTINUOUS. 0 (/) m U C7 m 11. BEAM REINFORCING SHALL BE TIED AND SUPPORTED EVERY4'-0" Lu Z _54 cf)Q cs z z MINIMUM, STARTING A MAX. OF 12" FROM END OF FORM BOARD. F- D U a- w z a O 12. ALL #3 BARS SHALL BE 40 GRADE STEEL AND ALL #4 OR LARGER LLJ O w U a � Q BARS SHALL BE ASTM A-615 GRADE 60. _ J ¢ 6 F- 13. LAP ALL BAR REINFORCING 30 DIAMETERS. U Z UO z m vM W 14. PROVIDE CHAIRS OR OTHER SUITABLE SUPPORTS FOR SLAB c O cn C7 REINFORCING. Z F- 15. PLUMBING MAY CROSS BEAMS BUT NOT BE PLACED IN BEAMS. O O 16. GARAGE AND PORCH SLABS SHALL BE SAME AS THE HOUSE m U U SLAB. O 17. ALL REINFORCING TO HAVE A MINIMUM OF 1 2' CONCRETE COVERAGE. N 18. DRAINAGE DRAINAGE DRAINAGE: THE FINAL GRADE AROUND ui T_ O O THE FOUNDATION SHALL BE s" BELOW THE TOP OF THE FOUNDATION co AND SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF 3" IN 5'-0". ILL 19. TO INSURE PROPER DRAINAGE AS STATED ABOVE, THE U ELEVATION OF THE TOP OF SLAB SHALL BE A MINIMUM OF 12 INCHES Odi ABOVE THE HIGHEST NATURAL GRADE ELEVATION AT THE PERIMETER w o f� OF THE SLAB I.- o N O 20. ALL GRADE BEAMS AND SLAB AREA SHALL BE FREE OF ANY m ; U STANDING WATER AT THE TIME OF CONCRETE PLACEMENT, I.-: O 21. AT OWNERS/ CONTRACTORS OPTION, BRICK LEDGE MAY BE m b z 0 INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. Z w ¢ O 22. THIS PLAN IS FOR FOUNDATION ONLY WHICH SPECIFIES BEAM -i w D AND SLAB STEEL. SET FORMS BY FLOOR PLAN. o U 0 - ¢ Q FOUNDATION REQUIREMENTS: 1. THICKNESS T = 4" 2. SLAB STEEL - #3 BARS @ 15"O.C.E.W. 3. BEAM WIDTH W = 12" 4. BEAM DEPTH D = 26" 5. BEAM STEEL - TOP: 2-#5 BOTTOM: 245 6. AREA = 1738 SQ. FT. 7. EST. CONCRETE = 64 YDS. Lj E 8 Qcco 1zo Zc�� O , LLJ � N ~ w Q 3: BRICKLEDGE; OMIT FOR 2- #5 BARS SIDING WALL TOP FINISH SLAB jjL9BOTT.0M. #3 SUPPORTS —@ 60" O.C. I jlIITYPICAL 2- #5 BARS TYPICAL DETAIL "A" BRICKLEDGE #4 BARS WHEN " APPLICABLE BOTH WAYS 2- #5 BARS TOP 20 Z If . 7� d— d .II:C. :I� I mL-- II • —I _—III=1T1= I III-i�T =1 I I E= II 11- AT CONTRACTOR'S SEEPLAN "-2- #5 BARS OPTION BEAM W-0' MAX BOTTOM. WIDTH MAYBE TYPICAL EXTENDED FORM. REINFORCETO ORMREINFORCED DETAIL "F" WITH 2-#5 BARS BOTTOM GRANULAR FILL SEE GENERAL FINISH SLAB 2- #5 BARS` NOTE #3. TOP TYPICAL — 1�I ► e I=ILLr-- o #3 SUPPORTS EE @ eo" O.C. _ll i I `" I f FEI . TYPICAL :II 2- #5 BARS BOTTOM. CONTINUOUS TYPICAL `" VAPOR BARRIER TYPICAL 11 rT A 11 It r%11 BAR REINFORCING TO START MINIMUM 5" FROM EDGE GRANULAR FILL SAME AS SEE GENERAL 2- #5 BARS BRICK LEDGE NOTE #3. TOP (SEE PLAN FOR EXACT TYPICAL LOCATION OF DROP) 111=1�[L=�LI= _iiI ,I I ILI i1i=lii= o zI CONTINUOUS I ' I �2- #5 BARS VAPOR BARRIEBOTTOM. TYPICAL TYPICAL D ETA I L "L" GARAGE 2- #5 BARS DROP TOP OPTIONAL ^IN Z ID — }} .,•s,;,;,:;:; III I•I�I I _ :°•.- III 2- #5 BARS BOTTOM. TYPICAL CONTINUOUS VAPOR BARRIER TYPICAL DETAIL "C" APPROX. 45 DEGREE ANGLE #3 HAIRPIN BAR CENTERED TYPICAL CORNER BAR #4 BARS @ 12" O.C. BOTH WAYS 2 LAYERS - MASONRY 1 LAYER -METAL F.P. — — NONE - VENTLESS F.P. -77 Il—III -- II HEW i d I —I SEE PLAN FOR FIREPLACE DIMENSION D ETA I L "E" a CL LL W _ a 20 CC pp0 NS ¢�2 w Puj o� m �o m BRICK LEDGE 2_ #5 BARS WHEN APPLICABLE TOP FINISH SLAB .�N d _—I [I- 4 2- #5 BARS BOTTOM I— :d ° I IF I —I ~• P I I —I I I- I-1'°" 11= II 2- #4 BARS VERTICALLY Z _L ...° SPACED @ 12" O.C. AS REQUIRED PER BEAM DEPTH AS REQUIRED PER BEAM DETAIL NOTE: IT IS IMPORTANT TO USE THIS DETAIL WHEN THERE IS A 4` OR LESS SLOPE IN THE FOUNDATION FOOT PRINT AREA. TO INSURE THAT SETTLEMENT DOES NOT OCCUR, THE BOTTOM OF THE PERIMETER BEAM MUST PENETRATE UNDISTURBED SOIL A MIN. OF 12" DEEPEN BEAM DETAIL F. Lot 2J Lot 30R 5/B' Iron Rod Fnd. In Cone. Fnd. a'' Spring Creek Townhomes Phase one Lot 29R 10' P..E. 74021119 20' etback Lot 22 Forms so' 19s' ----7Na37179 20' Setback J N N ----- ---- 10'P. E. -----740?19 ---- 5' Access •Esmt. Lot 28R `5/B' Iron Rod Fnd. Fnd. X' In Conc. Lot 21 Form Survey 4344 Spring Garden Drive Prepamd For. Trinity Custom Homes 0'7 , °� D Being all of Lot 22 (1WENTY 7WO), Block 2 (MO), SPRING CREEK GARDENS SUBDIIiIS/ON, PHASE 7WO, an addition to the City of College Station, Brazos County, Texas, according to the plat recorded in Volume 7402 Page 119 of the Official Records of Brazos County, Texas. 1, Pau/ Williams, Registered Professional Land Surveyor No. 574J do hereby certify that this plot represents the results of a survey performed on the ground, under my supervision .on August 13, 2007, and is true and correct to the best of my know/edge. l further certify that no improvements on this property encroach on adjacent property, nor do any improvements on adjacent property encroach on 'to this property, except as shown. This property does not lie within a Special Flood Hazard Area as depicted on flood Insurance Rate Map No. 48041CO201D & 48041CO205D doted February 9, 2000. oa P-A ao Ln 7 0 o04681 PAUL WILUAUS LAND SURVEYINGCO. 307 South Main Street, Ste. 206 Bryan, TX 77803 979-779-7670 Fax 979-779-7672 ..Wi...,ae...,a„s..,.see...►a,r�a. tee+ nesto NwO orkntotim is bated on rototlnp the A) From Dew Rhoo to fie OV of sad kv to pbt cab /n N4aoIf. tare StoUaa a 600/tia lhir smV was pmpaed rithod the d) fivm On�tae Rheo to the GV of bendR of o AUe fit. wege stoam A milisa. At Fo/brihp Eareamte appear to d/set Uas burl of thin no S)) Frpw. a p *pment pawt pvoperpt oboes p�amd aaidenra ror flooded on Ltd M fir LY of ca o SYaUm bi edW2,96t Frro baron Qoar6bp to naa city 7) Flom Qeek CS tkakPb [ d. to Me of Canape SWM in of melon In ?1T%JO7. 1/27x 2.) Few" Doww RMa to the ay of &yma b. 470/27B 4) From aevna am to Aaa aty of taafte swum bi 5"45 45.0' M N N 10' P.U.E. M M 351011 5' 0" ONE STORY SINGLE FAMILY BRICK .RESIDENCE PLAN #1297 0 �o 18' CONC WALK & DRIVE -- 0 `� — — - 5 45.0' ' 4344 SPRING GARDEN DR PLOT PLAN LOT2-2 BLK 2 SPRING GARDEN COLLEGE STATION BRAZOS CO. TEXAS o� Lh I A * FOUNDATION TO MEET CITY MIN, REQUIREMENTS BUILDER IS RESPONSIBLE TO VERIFY ADEQUACY OF FOUNDATION DESIGN 561011 10' 2 1 /2" 10" 9' 5 1 /2" 1011 10' 7 1 /2" 101, 10,911 10" 1 F 7 1 /2" 19' 811 1 - - -- ------------------------------- - - - - ---------------------- F DROPS AND SLOPE i ECCy y • O P Vl ;m 111811 20' 6" 8' 1011 4" ,I 3'4"-- ---------------------- ' w----------------- - -- - U --- — -- ----------------------------- I , I W- I I •---- m H y i Cj ns 1 I II ;i I I , I ---------------- -... ----------------------------------- --------------- I 8' 1011 1IT, 10' 7 1/2" 10" 101911 4. 11' 7 1/2" 44' 4" 561011 IQ ,A G i;, ao a CD Qm4ort-N 46roes sy�No clos Jlelv-4, 35'0' 10, 5* 13'0' 11'7' 2-6- T 11" 3' 4- TO' - 4'10" 1'101 911. 2- 6' MSTR SUITE BDRM 2 SL 8'- 10' CLG W CLG FAMILY SL Ir - Iff CLG 04 cV d 11'71: 2'3' cli 6-9- 3' 8- j ----------------- BREAKFAST 5-2- 1011, F CLG arena ZD 19. -------------- F= , -- a W CLG 4'4. KITCHEN rr 9CLG= zo WCLG CD VCX�G- OD w Gz e,6 9'7' BDRM 3 CD W CLO Eo GARAGE W CLG co FOOTAGE "ll 5'6. 5-6- cQ LIVING 1297 GARAGE 415 ------------- ----------- PORCH ------ 30 ------ TOTAL 1742 M WAUS 111 o" 4-7- 1915' 35`0::�h" v cy Q �,.' oo - Vodll Skt 9*w'tA- 35' 0" 11' 7" 13' 0" 101511 2' 6" 9' 1 " 1' 10" 4' 10" ' To- 3' 4" 71 1 V 21611 ' rP�So• rPaSP )'P.9P _ J'PiSP r MSTR SUITE SL8'-I&CLG ''------------------- BDRM 2 ----- ------------------------------- 8' CLG O FAMILY SL8'-10'CLG ;11' 7" iv 3' 8" 6' 9" 2' 3" N b !P N BREAKFAST CD rr (V 8' CLG 0' 1" 5' 2" 6, " iv - - 42' BAR ao tV . u !u• = r_ 9' CLG I I KITCHEN . ` r 4J 4" m I I _ 9' CLG (D O (�:11c, I I I I U-) - LID CID Go rr ZD ZD (D <D i _ Ir i6 r r 8'CLG D � �_______ 8' CLG 3' 11" 6' " yy a� (M r _ 9' 7" 110. 0 O co BDRM 3 GARAGE � 8' CLG (7 N FOOTAGE o LIVING 1297 a, GARAGE 415 ------PORCH------30--------------------- TOTAL 1742 16' P 19' 5" 417" 35' 0" 8' CLG lP�SP 5' 6" 5' 6" =20 WALLS co —ter . rt ROQF AS SEL � @ 8:12 REAR ELEVATION ti cb ROOF PLAN .,-SIGHT ELEVATION ROOF AS 8:12 LEFT ELEVATION FRONT ELEVATION BUILD ING+ P. ' IT CITY OF CQLLEGE STATION 1101 TEXAS AVENUE, COLLEGE .15TATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00002206 Date 8/08/07 440612 4344 SPRING GARDEN DR 582881-0202-0220 R304255 RESIDENTIAL, 1 UNIT DETACHED NEW SPRING CREEK GARDENS PH 2 RESIDENTIAL PLANNED DEVL DISTRICT 85602 Owner Contractor SPRING CREEK CS DEVELOPMENT TRINITY CUSTOM HOMES LTD P.O. BOX 9606 4490 CASTLEGATE DR COLLEGE STATION TX 77842 COLLEGE STATION TX 778453388 (979) 680-0551 --- 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 DUE FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 1297.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 SEWER TYPE PUBLIC TAZ 427.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 517912 Permit Fee . . . . 404.00 Plan Check Fee .00 Issue Date . . . . 8/08/07 Valuation . . . . 85602 Expiration Date . . 2/04/08 Qty Unit Charge Per Extension BASE FEE 260.00 36.00 4.0000 THOU BLDG, VAL 50001-100000 144.00 ---------------------------------------------------------------------------- Special Notes and Comments -Narrow Wall Bracing Fully Sheathed w' h Inter'or Anchors ------------------ -------------------- --"d_- - 66----------- BUILDING L7EPT REPRES�T'T'ATT�7L' APPLICANT BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002206 Application pin number . . . 440612 Page 2 Date 8/08/07 Special Notes and Comments and Bracing at Right of Front Door Area and Simpson Panel at Both Sides of Garage Entry. 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 ROUGH -FRAMED SIZE 22" X 301-) 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 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 AND/ ACCESS MAY HAVE TO --------------------/-------------------- --- -------------- .46- BUILDING DEFT REPREStNTATIVE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002206 Application pin number . . . 440612 Page 3 Date 8/08/07 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 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. ------------------�---------------------------6�J=-4-920OZ-A'----------- BUILDING ;4EPT REPRESjENTATIVE4� APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002206 Application pin number . . . 440612 Page 4 Date 8/08/07 Special Notes and Comments ADD SMOKE DETECTOR(S) PER NOTES ON PLANS SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTO OR LOWER SHALL BE MET. ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 -------------------------------------------- ------------------------------- Fee summary Charged Pai �ed it / due ------------------------------------------- --------------- BUILDING Dj$T REPRUENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE S'iaTION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Permit Fee Total 404.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1154.00 ----------------- BUILDING APPLICANT 07-00002206 440612 404.00 .00 750.00 1154.00 .00 .00 .00 .00 Page 5 Date 8/08/07 .00 .00 .00 .00 r APPLICATION FOR'BUILDING PERMIT ` 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION Planning 6- Dewlapmmt Smiert (979) 764-3570 (979) 764-3496 FAX W W W.CSTX.GOV / ADDRESS/LOCATION:43 44- 5Do--..►qC rde,��l br. " DATE: 67;15Z O "") APPLICATION # TEMP POLE # LOT 2,2- BLOCK SUBDIVISIONS—�?C1 �9 C1 G0 a2'1 D " SEC/PH 2- BUSINESS/OWNER NAME: \(1 V-11 �,A CUS%n'1 ►�ome,5 PHONE91 1- IZ- �110 CONTRACTOR/HOMEOWNER:Ic1ui!�4Cuslgrn 40m2g PHONE Flq-41z-mo CONTACT PERSON FOR REVIEW COMMENTS.DaU tc0� 1q WYe PHONE:4I2 I1-1 0 FAX a� V 6W -0551 EMAIL&Co(lau r r,t✓a Ql� • Cc�CYI ELECTRICIAN:1" 1 00 PLUMBER: �( r� M�IttQ HVAC: �Qz l�t-tyl�0. �i U e. GOOD CENTS (Residential only): 1\l% ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ' SLAB ONLY DUPLEX (Landscape Plans) REMODEURENOVATION" SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: I- OrYn e, C DVA0 (-C,g k OtQ PROPOSED USE: S1� tcg�e. Tary-�,,1\1 HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD D((T/AS))�PRROJEV REGISTRATION# EABPRJ VALUATION: $� � D�� IOU iU TOTAL AREA: V14-2. HEATED AREA: 12.g1 (Cost of Labor and Materials) �PUBLIC SEWER FSEPTIC/TREATMENT SYSTEM SEWER TAP: it 11 ` Y SIZE WATER TAP: '314 14 SIZE NUMBER OF BEDROOMS: 3 I NUMBER OF BATHROOMS: L- INTERIOR WALL TYPE: �(yWQ1 ` -S5 EXTERIOR WALL TYPE: OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE a DOUBLE TRIPLE ATTAcl-ED DETACHED CARPORT IV,L0G C6, I. I r) o t,_L �.b CTcos�e. SIGNATURE OF APPLICANT: KC *If proposed work involves new commercial cons ucti facade impro m commercial property, building elevations are required. Official Use Only 2 -7 -,-1 :-jam Plans Examiner Zoning Official �SACuLt1 ACC C'Ss GA21,,$A W I �,+' Comments: Fire Marshall 4.4- /V 0C_ Energy Code 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 SEER Rating Protection Against Subterranean Termites �70 0 O . E9 0. S< bChemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other *Verification of Application shall be submitted to the City of College Station Building Department prior to issuance of the Certificate of Occupancy. ,06•1 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# a -- aao 6 DATE: '7- Z-7-07 BUILDING ADDRESS: 43qqS ►� , I. Foundation Requirements- Minimum City Foundation Stdndards 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 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated OK II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/ A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex K 1. One -hour rated extending to roof deck 14AYQIK E. Header sizes indicated on plans MM 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 l PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. III. Stairway Requirements OK WOK A. Stairway Details JOK AA 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 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: N)W 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 It 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 Re uirements A. Pressure reducing valve required when water pressure exceeds 80 psi NA/ K B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements 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 K Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NA/ Approved subdivision Plat filed Flood lain 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." LANS EXAMINER I - 2 7 -- D `7 DATE