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Home My WebLink AboutRES2008-01678, 08-16790140 l(vi? WF1043668 / 001 City of College Station PAGE 1 REQ. DATE: 06/05/08 06/05/08 15:53:57 LOCATION: 15550 CREEK MEADOW BLVD N LOC ID: 212200 REQUESTOR: LONESTAR CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ USER: ACARTER AUTH USER:ACARTER WRK TYPE: SWR 4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 06/05/08 SCHED COMPLETION: 06/05/08 ******************************************************************************** JOB ORDER RESULT COMIENTS pavi d SEP 29,2008 12:31A LONE STAR CONSTRUCTION 979-680-0551 page 1 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT LONE STAR CONSTRUCTION 15550 CREEK MEADOW BLVD. 2021 Percentage of; Termticide(aapplied-at this IocaEgn: 0.006/tOgAi- .-Of Treatment: Full PartialXX y�c�J� HorizantailPerimeter Beam XX F-oundatieR,; SLAB — -- P.riMal Use: ft E Etoof: COM,p05ITION AjabtLoLTafatar insectic"de has been attached _as part Qf this docuM,gnt, A LABF..L I -OR ANY OTHER PESTICIDE RECOMENUED OR USED HAS BEEN ATTACHED AS PART Of THIS DOCUW.NIWARRANTY INFORMATION 11F ANY) INCLVDINO AREA COVEAF.D. TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO R£- TREAT FOR 1LRMI I INFESTATION& OR REPAIR DAMAGE CAV9FO BY TERMR6 INFESTATIONS WITHIN THE WARRAN IV PERIOD, AND THE CONDITIONS THAr COULD DEVE40P AS A RESLIL*I OP I'H€ OWNER'S ACC ION OR INACTION THAT WOULD VOID 1'NE WARRANTY MAS AL50 BEEN AT'IAC,HFD Charges for pre -treat: $360.04 NOTES: Annual re-newal: $126,00 32128 PT Ca o =9Chftia* SPC9 kqq@* r 6/12/2008 32120 PT PREPARED 9/26/08, 12:08:04 INSPECTION TICKET PAGE 5 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 9/26/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 15550 CREEK MEADOW BLVD N SUBDIV: CONTRACTOR LONESTAR CONSTRUCTION PHONE (979) 680-0551 OWNER PHONE PARCEL - - APPL NUMBER: 08-00001678 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 6/17/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 6/17/08 DP June 16, 2008 9:10:37 AM acarter. tuesday morning please Need strings on setbacks. Plumbing may cross beams but may not be placed in beams as per engineers details on slab drawings. Clean dirt out of beams. B100 02 6/18/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 6/18/08 AP June 17, 2008 3:51:29 PM ccourt. B120 01 6/26/08 BB BLDG, FRAMING -PARTIAL TIME: 17:00 6/26/08 AP June 26, 2008 11:05:34 AM glsouth. APA FRAME B115 01 7/21/08 OC BLDG, FRAMING TIME: 17:00 7/21/08 AP July 21, 2008 10:52:09 AM acarter. B130 01 7/23/08 OC BLDG, INSULATION TIME: 17:00 7/23/08 AP July 22, 2008 1:26:27 PM acarter. Wednesday afternoon please. B125 01 9/26/08 BLDG, FINAL TIME: 17:00 *?R) September 26, 2008 11:23:28 AM glsouth. -------------------------------------- COMMENTS AND NOTES -------------------------------------- 3.t2-t2.-'��'so —� 0�-- e9 70 a Jun 18 08 02:59p Tony Medina 1972) 875-1338 p.2 gineering, LLC 401 S. CLAY STREET June 18, 2008 City of College Station Attn: Chris College Station, TX Subject: Trinity Custom Homes, Regarding 15550 & 15552 Creek Meadow Blvd, College Station. Our authorized inspector has approved the slab and we have reviewed pictures from the builder to confirm the placement of the plumbing meets our specifications. Our specification "Plumbing may cross beams but not be placed in beams" is intended to mean not in the beam running parallel. Sincerely ,000,'iE OF s t; .A.4 MEUINA ...................... e, 'A �� 0--.... A.G. (Tony) Medina Registered Professional Engineer HANE: 972.878.ENGR (3G47) • FAX: 972.875.1398 • E-MAIL: info@Woundatlons.com TX 75119 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 . . . . . 9/29/08 15550 CREEK MEADOW BLVD N COLLEGE STATION TX 77845 SINGLE FAMILY RESIDENTIAL LONESTAR CONSTRUCTION 979 680-0551 Application number 08-00001678 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Approved . . . . . . . B(Jilding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 1! 1 Fd��ll- UU" 0* 1 1 APPLICATION FOR BUILDING PERMIT DATE& J' Q1RRcc REG 3Ml CITY OF COLLEGE STATION APPLICATION # 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE # C I"!l' Of OLLF:<:;L S'I? TION (979) 764-3570 (979) 764-3496 FAX N,,,Rmx i k,.� �, R, .w., i- WWW.c�sTX.GOV ADDRESS/LOCATION: IV55 �+0 CC �r� 1 I /xj. LOT 4,/ BLOCK �f VII'SUBDIVISION Cry' L 1 ' ►fJad i'5 5Lb V'/SEC/PH IF) ) BUSINESS/OWNER NAME: a P_ .. 0f CQ04 L � LLC PHONE: �.� o C"q -412 rT10 CONTRACTOR/HOMEOWNER: L.{J{�J��.i1QQj�i�E. t• lI� PHONE: ^^��L1V�Id ' p h 11 1 CONTACT PERSON FOR REVIEW COMMENTS: J-tl e— PHONE: FAx:',,'11`1I,-( OV-0551 EMAIL&O& \e,�)aok.wn ELECTRICIAN: tt�`CO PLUMBER:,tCt� HVAC: \ t GOOD CENTS (ResidenGal only): N ACCESSORY/STORAGE MOVING RE -ROOF ADDITION NEW CONSTRUCTION* SHELL ONLY DEMOLITION (ASBESTOS SURVEY PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY DUPLEX (LANDSCAPE PLANS REQUIRED) PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL HLOCATION REMODEL/RENOVATION* TENT RETAINING WALL ^^ ,-� •,,_�_l1 � DESCRIPTION OF WORK: 'JP-kI) l,pl�LiC!k PROPOSED USE: rf�ke V&vvt. STRUCTURE USE' d HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PR%JECT REGISTRATION NO. EASPRJ i VALUATION: $ 0� , W 0 V TOTAL AREA: rev HEATED AREA: (Cost of Labor and Mated 1 _ a s) ' PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/ TREATMENT SYSTEM NUMBER OF BATHROOMS: ' SEWER TAP: WATER TAP: 'FjOTHER TAP: TEMP POLE 1 %6k GARAGE TYPE: 41' 3[4'' S (pofit� 5QE SIZE gTv I aw :�,Av SINGLE El ATTACHEA E] INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE dab o►v ('grade - TRIPLE Q CARPORT ED SIGNATURE OF APPLICANT: IL -- ", Yy *If proposed work involves new commercial construction or facade Imd prove is/renovations to an existing commercial property, building elevations are required. ............................................................ n Official use on (J— L(`O 1only -- 6oAV,&Z L F Plans Examiner Zoning Official „glµ� .sly - u Ld ''.44 rw A,o C ents: or NO Energy Code Compliance Information % Glazing of exterior walls 12.0 / Insulation R value of exterior walls i ✓ Insulation R value of ceiling I (flat areas) ' 30 V/ Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) 0,3 Glazing U-Factor O. R value of ductwork -Co A/C SEER Rating Protection Against Subterranean Termites Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other * Verification of Application shall be submitted to the City of College Station Building Division prior to issuance of the Certificate of Occupancy. 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ONE STORY SINGLE FAMILY BRICK RESIDENCE PLAN # 1520 �— U3ff 1�I - -- 15550 Creek Meadows Blvd PLOT PLAN LOT 4 BLK 4 CREEK MEADOWS COLLEGE STATION BRAZOS CO. TEXAS 10' P1 1 8' pL ROOF DETAIL ROOF AS SELECTED Q 8:12 PITCH 8 BRICK e 111 RIGHT ELEVATION LEFT ELEVATION ROOF DETAIL Lonestar Construction PLAN # 1520 Creek Meadows Lot 4 Blk 4 15550 Creek Meadow Blvd College Station, Tx. 77845 1S' i" T 0" 15' 0" 12' 5" PORCH MAST R SUITE 8'CLG 8'1 9' BOX "1' ;SA+e4t� 5' °^ 0 8' CLG ; m 8' CLG 5'0^ ARCH - ----------------------------- ;-- FAMILY BEDROOM; 2 10' CLG 8' - 9' CLG CLG n]8' 5' 5" L 3' 8" 8191, Ts U-------------------- I m 9' CLG re^ 50" 5' 0 3/4" 3' 6" 6' 9" '��+ 2' 2 1/4" I' 2' 9 3/4" ' 0" 14111 --------------------- s' o• z0^ M ra^ A,y sa" ARC z'0" ---- a BEDROOM 3 10' CLG UTIL 8' - 9' CLG = 8' CLG a ' Q' KITCHEN - wH 8' CLG r a^ ®e 1$ uPlal�ot.� ::PORCH ® 4' 8" 3' 4" 12' 1 I/4" 10' CLG GARAGE FOOTAGE rcw LIVING 1520 GARAGE 406 DINING PORCH 95 8' CLG ------------------------------------------------• TOTAL 2021 I'°"a 60" 3'0"x 60" otI�.AOA gt*Ae TV 10' 3" 20' 8" 35' 5" fl:� -t-k I I\! �eAfked w i 44- M ol s+vo2 A 4mYa 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 rasa ra:sa PORCH •------------------------------ 8' CLG MASTER SUITE CLG j 8' : 9' Box T To, /" L1NEN � rs --------------------------------- B DROOM 2 FAMILY 8' - 9' CLG b 10' CLG \\ 8-4W ---------------------- • 9' CLG •� ro• re^ ARCH6';^ IfIN 1U' CLG 8'CLGBEDROOM 3 N tvH9CLG ¢ ° �\ NPORCIH' IVCLG a GAR -G CLG, � 1 DINING - - f-----------------------------------------; 8' CLG 7'a•6'0' 7'a�6'01 ELECTRICAL SYMBOL ceiling fan spotlights 1 vanity bar light wall mount 1 0 fan light outlet outlet gfi smoke detector a switch ! II fluorescent light 2 x 4 I ZHI Jun 17 08 01:58p Paul Williams Land Survey 9797797672 p.2 I Lot 5 1 I R=375.00' D=13 55'09" L L 91.10' 1/2" Iron T=43i8' Rod Fnd. LC=90.88' CB=N 7554 22' £ (Call and Actual) / Lot 6 1/2' Iron Rod Fnd. 16.0' —— -----^ _— 1t P.U.E. - -_ 8028/248 -------?0VT--__ Setback 8028/248 II 1 II Lot 4 1 z z 110, N N I I 35.4 11 .10.8' w w II f O "� rq (b II Forms ! 1 O Cb 2Z 1 III 4.5' 1 Lot 3 1/2' Iron I } a 10' x 40' Rod Fnd. II 10.3' 1 1 80281248 R 1 �8028 248 o L R=25.00' 'v, 168028/248 ' P.U.£. N. �- D=7938'19" . L=34.75' \ T=20.84' LC=32.02' CB=N 64'41 43" W R=253.00' (Call and Actual) 1/2' Iron D=07'31'06' Rod Fnd. L=J3.20' T=16.62' LC=33 17' 1/2" Iron CS=S 79'1441' W Rod Fnd. (Call and Actaal) 15550 Creek Meadow Boulevard North Form Survey Prepared for: David Adame Being al/ of Lot 4 (FOUR), Block 4 (FOUR), CREEK MEADOWS; SECTION 1B, PHASE 1, on addition to the City of College Station, Brazos County, Texas, according to the plot recorded in Volume 8028 Page 248 of the Official Records of Brazos County, Texas. I, Paul Williams, Registered Professional Land Surveyor No. 5743 do hereby certify that this plat represents the results of a survey performed on the ground, under my supervision on June 4, 2008, and is true and correct to the best of my knowledge. I 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. PAUL I WILLIAMS LAND I SURVEYING CO. 307 South Main Street, Ste. 206 Bryan, TX 77803 979-779-7670 Fax 979-779-7672 pwla ndsurveying®ea rthtink.net North orientation is based on rotating the north line to plot calls in 80281248. This survey was prepared without the benefit of a title commitment. k./pwlsc%lients/200d/8191, dwg BRICKLEDGE; OMIT FOR 2- #5 BARS SIDING WALL TOP rTIN� FINISH SLAB 2- #5 BARS FINISH SLAB TOP ° a 1 911 I I ° 11El, I I F, #3 SUPPORTS @ 60" O.C. IIII II TYPICAL 3- #5 BARS W BOTTOM. TYPICAL DETAIL "A" BRICKLEDGE p #4 BARS APPLICABLE a� o BOTH WAYS �Q p Q 2- #5 BARS TOP co a ,ter.: -•-r__>-: � ��-1 11=1 "—' I I—ITI=I I I� I I —I 11=1 I I I —I • -A AT CONTRACTOR'S OPTION BEAM WIDTH MAY BE EXTENDED TO FORM. REINFORCE WITH 2-#5 BARS BOTTOM SEE PLAN DETAIL 'IF" 3- #5 BARS BOTTOM. TYPICAL 4 GRANULAR FILL SEE GENERAL NOTE #2. TYPICAL �1�111111111.,, ° ° 11111111=r1�—�i�'=" p #3 SUPPORTS '= I— I-11E! @ 60" O.C. —III IIEl TYPICAL 'III �IIII I� iill 3- #5 BARS BOTTOM. CONTINUOUS TYPICAL W VAPOR BARRIER t TYPICAL DETAIL "B" BAR REINFORCING TO START MINIMUM 5" FROM EDGE CORNER BARS BOTTOM INSIDE ONLY 3t #3 SUPPORTS °I W @ 60" O.C. I° CORNER BARS TOP & BOTTOM I� I #3 SUPPORTS p° ° @ 60" O.C. i w CONCRETE SLAB CORNER! BARS DETAIL (CORNER BARS TO BE SAME SIZE OF BEAM BARS) I #4 BARS @ 12" O.C. GARAGE 2- #5 BARS BOTH WAYS2 LAYERS - MASONRY DROP TOP 1 LAYER -METAL F.P. OPTIONAL NONE - VENTLESS F.P. UJ z I I El I M I a III-III=I I I ¢ m I —II ° _ '` IIElI F- n i=1 11=1 I I —III I I— 2i Q -III ° I° ° ° I —I I l cn a Z 11=1 I° I I i _j w —I I ° ° a III— a z ° -III II- #3 SUPPORTS 1= II :D 2 " III =1 I-111 u_ Y u- ° Ill 0 � r� z I IN @ 60" O.C. I o w w� z� QO TYPICAL SEE PLAN FOR z-p ¢ Cc g CONTINUOUS FIREPLACE > U) 0- p z 3- #5 BARS W VAPOR BARRIER DIMENSION Ir ¢ w � o w o BOTTOM. TYPICAL TYPICAL DETAIL "E" cn T m DETAIL "C" 2- #6 BARS MAY BE SUBSTITUTED BRICK LEDGE 2- #5 BARS WHEN APPLICABLE FOR 3- #5 BARS TOP FINISH SLAB - APPROX. 45 DEGREE ANGLE #3 HAIRPIN BAR CENTERED I AT CORNER 12° FROM EDGE -1 I I °°°IIIIII��III #5 BARS II III- BOTTOM rTN UNDISTURBED o — • I�Ilkl SOIL i1-1 z LI=1' a° I =1I I 2- #4 BARS VERTICALLY SPACED @ 12" O.C. AS REQUIRED PER BEAM 1Z" I DEPTH AS REQUIRED I TnD %nG%A/ w PER BEAM DETAIL 11. rN T_ y ° 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 SIDE VIEW PERIMETER BEAM M�MIN. NETRATE UNDISTURBED SOILOF 12" TYPICAL CORNER STIFFNER BAR DEEPEN BEAM (THIS REBAR PREVENTS CONCRETE CORNER BREAKAGE WHEN BRICK LAYER DETAIL DOES NOT USE POLY UNDER BRICK) #3 BARS @ A 12"O. C. E. W. -\ IF -1 i II �- -- ----� F----- II ----I I---- II ---- I I w I I I I I I I 1 p I II I II II II II II b I I I II I II L- L--------JL--------J II II II II L - - - I I ----J r- F--------- I r---------1 I----- ----I I I I !DROP I II I I II I I I I II I II II II II II _ C i I I II I II I II II II II II I II � I I I I II I -J L - - - II - - - - - - J L-------1J I L - I - .r---- - -----� r---1F---------II-------- I II II II --- I 14'-11" l i 10'-3" I 9'-11" 1 i 10'-4" I I I I ICI I I b I I II I II II II II II � I A I II II II II II II I I L--JL --- --- - - -JL- ---- -J L - - - - - - - - > F- -1 I 11 I II F--------- II II r- ---- --1 11 B F- --- I I II I II I II II it _ Q I I I I II I II o I I IIDROP I II II II II T I I I II L- L---------JL----- II II -J L--- I ----J !-- I a II II II I I ° I I I I DROP I I I I II II II � I L -J F-- I - ----�1 II I L---------J II L--------J II L - - - I ----J A F--------- I II - - - - - - - - - - II --- I I II a II I I II O II I I c? I I II b I I A C I II 11 I I L--------J L--- ----J �1 35'-5" NOTES: ro z��z�ttti m o y DIAGONAL: 1. SLAB THICKNESS, BEAM SIZES, AND 69'-8 1/16" REINFORCEMENT REQUIREMENTS SHALL BE S ,,.".,,-- :Z: ��`rl� 0 0 o(5, 2P4'COF CUSHION (LEVELING) SAND UNDER Jrr a a o CONCRETE SLAB IS RECOMMENDED TO ACHIEVE A l • \ o : o a a LEVEL SURFACE. �'. �. err a ti? w 3. BOTTOMS OF ALL EXTERIOR BEAMS SHALL EXT �' . • :Q: w o INCHES INIMUM UNSTURBED OR ,�11-k - COMPACTED12 L (PIDLIESS THAN 10)L, SELECT FILO. FILL - �� o cd a SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED STANDARDS SUCH AS THE STANDARD PROCTOR DENSITY IN ACCORDANCE WITH ASTM 698. THIS IS NOT o U) APPLICABLE WHEN USING PIERS. O 4. ALL FORMS SHALL BE STRAIGHT AND WELL V w SUPPORTED 5. ALL CONCRETE SHALL HAVE A DAY W N ir L O ci 28 MINIMUM Q > COMPRESSIVE STRENGTH OF 3000 P.S.I. AND BE O z Oco w m COMPLIANT WITH LATEST EDITION OF AC 318. Ll. O = 0 X Y O 6. CONCRETE SHALL NOT BE PLACED WITH SLUMP Z - U ►- w O GREATER THAN 5 INCHES. WATER SHALL NOT BE W < ww z w Q 0 U w ADDED TO CONCRETE AT JOB SITE. ALL I-- Q Z � I 7. CONCRETE SHALL BE PROPERLY CONSOLIDATED ESPECIALLY AT ALL CORNERS. D z U) Q W Z z p = w to cn w 8. PROVIDE A 6 MIL POLYETHYLENE MOISTURE U w wz It RETARDER BENEATH SLAB AREA. W O N W Q U 9. ALL BEAM REINFORCING SHALL EXTEND TO WITHIN c(o J u - --I F- _j o Q m cn H FOUNDATION REQUIREMENTS: 11" OF EXTERIOR FORMS. N z O U z Fr OF `° U) T 10. ALL REINFORCING TO BE CONTINUOUS. 0 1. THICKNESS T = 511 11. BEAM REINFORCING SHALL BE TIED AND F- OZ O O w 2. SLAB STEEL - #3 BARS @ 12"O.C.E.W. SUPPORTED EVERY 4'-0" MINIMUM, STARTING A MAX. OF 12" FROM END OF FORM BOARD. U U 3. BEAM WIDTH W = 1 �� U O 12. ALL #3 BARS SHALL BE 40 GRADE STEEL AND ALL 4. BEAM DEPTH D = 32" #4 OR LARGER BARS SHALL BE ASTM A-615 GRADE 60. 5. BEAM STEEL - TOP: 2-#5 13. LAP ALL BAR REINFORCING 30 DIAMETERS. BOTTOM: 3-#5 OR 2-#6 14. PROVIDE CHAIRS OR OTHER SUITABLE SUPPORTS w r = T 6. AREA = 2021 SQ. FT. FOR SLAB REINFORCING. O coo 15. PLUMBING MAY CROSS BEAMS BUT NOT BE o 7. EST. CONCRETE = 82 YDS. PLACED IN BEAMS. LL 16. GARAGE AND PORCH SLABS SHALL BE SAME AS cr THE HOUSE SLAB. U 17. ALL REINFORCING TO HAVE A MINIMUM OF 1 2" zz 6i CONCRETE COVERAGE. o co 18. DRAINAGE DRAINAGE DRAINAGE: THE FINAL o Ncri p U GRADE AROUND THE FOUNDATION SHALL BE 8" = II N m O BELOW THE TOP OF THE FOUNDATION AND SLOPE >- CO � � z AWAY FROM THE FOUNDATION A MINIMUM OF 6" IN � z w O 19. TO INSURE PROPER DRAINAGE AS STATED ABOVE, I Q (� THE ELEVATION OF THE TOP OF SLAB SHALL BE A MINIMUM OF 12 INCHES ABOVE THE HIGHEST NATURAL J E GRADE ELEVATION AT THE PERIMETER OF THE SLAB '� r� E 20. ALL GRADE BEAMS AND SLAB AREA SHALL BE � M 0) c FREE OF ANY STANDING WATER AT THE TIME OF L ,n Co Lb o CD E CONCRETE PLACEMENT. cn co cc; c W } co o �, a 21. AT OWNERS / CONTRACTORS OPTION, BRICK g N LEDGE MAY BE INCLUDED OR OMITTED AT EXTERIOR U °' rn o E DOOR OPENINGS. cn z ui ? c( w w 22. THIS PLAN IS FOR FOUNDATION ONLY WHICH W o ~ � ... SPECIFIES BEAM AND SLAB STEEL. SET FORMS BY E Q I FLOOR PLAN. m r CITY OF COLLEGE STATION Planning d Development Services PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# O _ j18 DATE: 6 Z/ BUILDING ADDRESS: � ow • 0 5 SS vUeJe- 4 �eA 81a 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 II. Framing: Floor, Wall, Ceiling and Roof Requirements N A. Girder or sill dimensions, grade & species Nr 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 E. Header sizes indicated on plans F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing 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. kOK OK u PLAN REVIEW (*// ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& Development Service; 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 K 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: NA/ K 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location CITY OF COLLEGE STATION Planning d Development Services PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi N 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 K 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/ 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/ K 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." _q--vb PLANS EXAMINER DATE BUILDING PERMIT _ i CITY OF' COLirEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 08-00001678 Date 6/05/08 Application pin number . . . 381720 Property Address . . . . . . 15550 CREEK MEADOW BLVD N Property ID: - - R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation'. . . . 107000 Owner Contractor ------------------------ ------------------------ LONESTAR CONSTRUCTION P.O. BOX 9606 COLLEGE STATION TX 77842 (979) 680-0551 --- 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) 30.00 CEILING 2 R VAL-NO ATTIC 30.00 DUCT R VALUE 6.00 EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT GLAZING 12.00 GLAZING U-FACTOR .59 HEATED AREA 1520.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 EXTERIOR WALL INSUL R VAL 13.00 GLAZING SHGC .31 SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 415.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 578096 Permit Fee . . . . 481.00 Plan Check Fee .00 Issue Date . . . . 6/05/08 Valuation . . . . 107000 Expiration Date . . 12/02/08 ----------------------------------------------- ----- --- ---- -------- BUILDING DE REPRE ENTATIVE: APPLICANT: BUILDING PERMIT CITY Off' COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 08-00001678 Date 6/05/08 Application pin number . . . 381720 Qty Unit Charge Per Extension BASE FEE 460.00 7.00 3.0000 THOU BLDG, VAL 100001-500000 21.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Foundation -Narrow Wall Bracing Fully Sheathed with 16" Minimum APA Garage Framing and Interior Anchors and Bracing at back door area. *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 *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, IncludinjO e Within 25' Of------------------------------------------------ ------- BUILDING DEFT REPP,ESENTATIVE: APPLICANT: BUILDING PERMIT CITY Off' COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 08-00001678 Date 6/05/08 Application pin number . . . 381720 ---------------------------------------------------------------------------- Special Notes and Comments 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 1501 the Values Shall be R-13 and R-30, above 15o 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 RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE A . ------------------------------------------------ ---- - BUILDING DrT REPR .NTATE : APPLICANT: BUILDING PERMIT CITY Off' COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 08-00001678 Application pin number . . . 381720 Page 4 Date 6/05/08 Special Notes and Comments *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. *TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS *AN APPROVED DEVICE FOR THERMAL EXPANSION ONTROLL SHALL BE - --------------------------------------------------��l--G�J�•------- BUILDING DEFT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 08-00001678 Date 6/05/08 Application pin number . . . 381720 ---------------------------------------------------------------------------- Special Notes and Comments 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 481.00 481.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1231.00 1231.00 .00 .00 BUILDING D APPLICANT: TEMPORARY POLE PERMIT CITY OF 'COLrLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 08-00001679 Date 6/05/08 Application pin number . . . 512460 Property Address . . . . . . 15550 CREEK MEADOW BLVD N Property ID: - - R #• Application type description TEMP POLE Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LONESTAR CONSTRUCTION P.O. BOX 9606 COLLEGE STATION TX 77842 (979) 680-0551 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . AC Permit pin number . 578112 Permit Fee . . . . 20.00 Issue Date . . . . 6/05/08 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 20.00 20.00 .00 .00 Grand Total 20.00 20.00 .00 .00 ---------------------------------------------------- ---------------------- BUILDING DE T REPRESENTATIVE: APPLICANT: