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Home My WebLink AboutRES2003-03087 2320 SCOTNEY CT BUILDING PERMIT09- 3 00 (`�rn4� 1 0- 193-mm L11, 11 City of Collegqe */-0 ,ion WORQUEST REQ/JOB: WF0465799 1 CREW: LOCATION: 2320 SCOTNEY CT PAGE PROJECT: t 03 PRINT DATE: 10/07/ INT03 PRINT TIME: 13:47:54 SCHEDULE DATES 03 77845 COMPLETION: 10/07/03 GEN.'LOC: COLLEGE STATION LOC ID: 196260 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: D P L CONTRACTORS ORIGIN: CUSTOMER -WALK IN USER ID: MALFORD AUTH: MALFORD WORK TYPE: ROUTINE 4" SEWER TAP AND 3/4" WATER TAP 4" SEWER TAP AND 3/4" WATER TAP Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE 1 PREPARED 6/30/04, 11:26:59 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 6/30/04 ------------------------------------------------------------------------------------------------ ADDRESS . : 2320 SCOTNEY CT SUBDIV: CASTLEGATE SEC 8 CONTRACTOR D P L CONTRACTORS PHONE (979) 690-7250 OWNER GREENS PRAIRIE INVESTORS LTD PHONE PARCEL 184200-0801-0010 APPL NUMBER: 03-00003087 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 10/22/03 TB BLDG, FOUNDATION -SLAB TIME: 17:00 10/22/03 AP 10/21/2003 01:33 PM GCARRILLO 10/22/2003 11:54 AM MALFORD STRINGS ON SETBACKS , 20X2OX2OX5 ON RT SIDE SLAB GROUND BACK RT. CORNER B115 01 1/13/04 TB BLDG, FRAMING TIME: 17:00 1/13/04 AP 01/13/2004 09:16 AM MALFORD Need Tempered Glass B125 Al 6 30/04 BI BLDG, FINAL TIME: 17:00 0 2 06/30/2004 09:22 AM GCARRILLO t ------------------------------- COMMENTS AND NOTES -------------------------------------- -- r _ N, CT City of College Station WORK REQUEST PAGE 1 REQ/JOB: WF0469777 / 001 PROJECT: DATE REQUESTPRINT 10/28%03 CREW: PRINT TIME: 13:06:,10 SCHEDULE LOCATION: 2320 SCOTNEY CT START:DATES 10/28/103 77845 COMPLETION: 10/28/03 GEN. LOC: COLLEGE STATION LOC ID: 196260 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: DPL CONTRACTORS ORIGIN: CUSTOMER -WALK IN USER ID: GCARRILLO AUTH: GCARRILLO WORK TYPE: ROUTINE TEMP POLE PASSED TEMP POLE PASSED Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE Mandi Alford -Insulation request inspection result 2320 Scotney, #03-3087 From: Brian Henry To: Carrillo, Gina; Stanley, Susan Date: 1/16/2004 10:37:48 AM Subject: Insulation request inspection result, 2320 Scotney, #03-3087 Print for File Inspected insulation, 2320 Scotney, #03-3087 DP Construction, 1-16-04 Inspection result: Inspected OK for Good Cents CC: Alford, Mandi BUILD NG PERMIT Fog 10 COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00003087 Date 10/07/03 Property Address . . . . . . 2320 SCOTNEY CT Property ID . . 184200-0801-0010 R # . . . . . . . . . . . . . R113887 Application description . . . RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE SEC 8 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 225324 Owner Contractor ------------------------ GREENS PRAIRIE INVESTORS ------------------------ LTD D P L CONTRACTORS 4490 CASTLEGATE DR WALLACE PHILLIPS COLLEGE STATION TX 778453388 4490 CASTLEGATE DRIVE COLLEGE STATION TX 77845 (979) 690-7250 ------ Structure Information SINGLE FAMILY ----- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE STONE & BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE MONO NUMBER OF GARAGE BAYS 3.00 HEATED AREA 3414.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.50 NUMBER OF BEDROOMS 2.00 SEWER TYPE PUBLIC SERIAL ZONES 249.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . SS Permit Fee . . . . 838.00 Plan Check Fee .00 Issue Date . . . . 10/07/03 Valuation . . . . 225324 Expiration Date . . 4/05/04 Qty Unit Charge Per Extension BASE FEE 460.00 126.00 3.0000 THOU BLDG, VAL 100001-500000 378.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLES IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) PROVIDE ATTIC ACCESS WITHIN 20 FEET OF MECHANICAL EQUIPMENT ----- ----- ---------------------- - ------------------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT • CITY OF COLLEGE STATION 0 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 03-00003087 Page 2 Date 10/07/03 Special Notes and Comments ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR EXIT DOOR(S) ALL FRAMING SHALL COMPLY WITH 2O00 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF.00CUPANCY. POST PERMIT CARD ON JOB SITE 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 STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. STAIRS SHALL COMPLY WITH SECTION R-314 (2000 IRC) OR SECTION 1003.3.3 (2000 IBC) AS APPROPRIATE WINDOWS ADJACENT TO TUBS SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED WITHIN 24" OF DOORS 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 Other Fees . . . . . . . . . SEWER TAP 4" CITY INSTALL 350.00 ------------- -------------------- ---- - ------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: _A ll BUILDING PERMIT • CITY OF COLLEGE STATION • 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 03-00003087 Date 10/07/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER TAP 3/4" CITY INSTL 400.00 Fee summary Charged Paid Credited ------------------------------ Due ----------------- Permit Fee Total ---------- 838.00 838.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1588.00 1588.00 .00 .00 --------------------------------------------------------------- BUILDING DEPT REPRESENTAT VE: r 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 . . . . . 03-00003090 Date 10/07/03 Property Address . . . . . . 2320 SCOTNEY CT Property ID . . . . . . . . . 184200-0801-0010 Application description . . . TEMP POLE Subdivision Name . . . . . . CASTLEGATE SEC 8 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 0 Owner Contractor ------------------------ GREENS PRAIRIE INVESTORS LTD ------------------------ D P L CONTRACTORS 4490 CASTLEGATE DR WALLACE PHILLIPS COLLEGE STATION TX 778453388 4490 CASTLEGATE DRIVE COLLEGE STATION TX 77845 (979) 690-7250 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . SS Permit Fee . . . . 20.00 Issue Date . . . . 10/07/03 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 ----------------------- -1-- BUILDING DEPT REPRESENTATIVE: APPLICANT: useo.y APPLICATION FOR BUILDING PERMIT DATE: CITY OF COLLEGE STATION APPLICATION # 1101 TEXAS AVENUE COLLEGE, STATION, TX 77840 TEMP POLE # (979)J64-3570 (979) 764-3496 FAX WW W.CI.COLLEGE-STATION.TX.US ADDRESS/LOCATIONS 'z,3'z'q , Ji 0724 4 �f I LOT _� BLOCK _ SUBDIVISION G�STLfG�'TLt SEC/PH I /,, I I r BUSINESS/OWNER NAME: J, CONTRACTOR/ HOMEOWNER: CONTRACTOR ADDRESS: I %F ELECTRICIAN: HVAC: G'5: i—g ✓X'r /%A.ST2%1f PHONE: PHONE:9O PLUMBER: GOOD CENTS (Residential only): CLASS'OF WORK ACCESSORY/STORAGE LOCATION ,RE -ROOF (Total/Partial) ADDITION I f -MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION SWIMMING POOL Req) �' t DESCRIPTION OF WORK:„/,�„ I STRUCTURE USE:-; HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBIL Y STANDARD (TAS) P ECT REGISTRATION# EABPRJ VALUATION: $ /71,17 TOTAL AREA: „S�?%� HEATED AREA: (Cost of L Adtatenalr.)6_PUBLIC SEWER NUMBER OF BEDROOMS: �� SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: iz 12( SEWER TAP: 7 INTERIOR WALL TYPE: SIZE E�/WATER TAP: "3� EXTERIOR WALL TYPE: S�Gn�F 0�I41/L/Clt SIZE ❑ OTHER -TAP: FOUNDATION TYPE: ' /✓%j�{/(f SIZE 52/TEMP POLE ROOF TYPE: C'p/��► fI GARAGE TYPE: SINGLE a DOUBLE F_� TRIPLE ATTACHED E;?" DETACHED [_1 CARP RT a i v SIGNATURE OF APPLICANT: Official Use Only CN Ib � (• I o3 Comments: YE NO Plans Examiner Zoning Official Awl"A la sm./ • Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER rating it a FINISH GRADE RI L. FOR REINF. SLAB RE. SLOPE AWAY EXTEND PIER REINF. 2'-0' INTO FOUNDATION SM'S (TYP.) 6" COLLAPSIBLE CARTON ELEV. TOP OF PI FORMS BETWEEN PIERS I I (EXTERIOR BEAMS ONLY) FOUND. S. TO PEN. I I —LONGITUDINAL REINF. I'-O" INTO I I 4- srG UNDISTURBED SOIL I , TIES 0 124 O.C. I � " CLEAR TFF T'T I aI sECrwN TWRu PIER INarED Tl'P. UNLE55 LEV. BOT. OF UNDERREAM APPROX. 15 FT. BELOW EXISTING, GRADE OR AS PER SOIL INVESTIGATION RECOMMENDATION ODNIA1M3'-0" UNLESS IRp M&, BM. s UIOSMF ,M _ .. 3 PIFR UNDERREAM DETAIL ` .°' '►�,� SCALE 3/8"=V-0" Y M. LEVAS COODY less wvt.? SPECIAL NOTE: SLAB ON GRADE WITH PERIMETER PIERS THIS FOUNDATION SYSTEM HAS BEEN DESIGNED TO MINIMIZE THE EXPANSION/SHRINKAGE EFFECTS OF CLAY SOIL. THIS FOUNDATION SYSTEM CANNOT COMPLETELY ELIMINATE THOSE EFFECTS AND REMAIN WITHIN THE USUAL BUDGETARY CONSTRAINTS. IT IS OF UTMOST IMPORTANCE TO LANDSCAPE THE AREA AROUND THE STRUCTURE(S) SUCH THAT WATER, FROMANYSOURCE, DRAINS RAPIDLY AWAY FROM THE BUILDING(S) AND PAVEMENT(S). TO ACCOMPLISH THIS THERE SHOULD BE A MINIMUM OF 6 (SIX) INCHES OF FALL IN THE FIRST 10 (TEN) FEET AWAY FROM THE STRUCTURE(S) IN ALL DIRECTIONS. PROPER DRAINAGE MAY BE ACHIEVED WHEN THE FINISH FLOOR ELEVATION IS SET AT A MINIMUM OF 12 (TWELVE) INCHES ABOVE THE HIGHEST EXISTING GRADE ELEVATION ON THE SITE AS DEFINED BY THE PERIMETER OF THE ARCHITECTURAL PLAN AS PLACED ON THE SITE. WATER MUST NEVER BEALLOWED TO COLLECT OR POND NEXT TO THE FOUNDATIONS). 0 GENERAL RESIDENTIAL SPEGFICATI- ONS -I fENERAL THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION, AND FOR CHECKING Ai2CHITEGTURAL VERSUS STRUCTURAL DIMENSIONS. T1I5 54ALL BE COMPLETED PRIOR TO C ro'CE MENT OF WORK AND PRIOR TO SUBMITTAL OF REINFORING STEEL SHOP DRAWINGS. ANY DISCREPANCIES SMALL BE REPORTED TO THE STRUCTIONAL ENGINEER FOR CHECKING AND ALLOWANCES MADE FOR MINOR REVISIONS REFER TO ARCHITECTURAL DRAWINGS FOR ALL FLOOR ELEVATIONS, SLOPED OR DEPRESSED FLOOR AREAS, FINISHES, BRICK LEDGES, ETC. 7UNDATION FOOTINGS SWILL BE DRILLED AND UNDERREAMED TO THE SIZE AND DEPTHS SHOWN ON THE DRAWINGS, WITH MACHINE DRILLING EQUIPMENT SUITABLY ARRANGED FOR. UNDERRFAMING. U NDaaM4kMDNG TOOL. 5HALL BE EQUIPPED WITH A CHAIN STOP OR OTHER APPROVED SUITABLE MECHANICAL DEVICE FOR PHYSICALLY SETTING TILE UINDERRFAM SIZE. FOOTINGS SMALL, BE DRILLED AS NEARLY VERTICAL AS POSSIBLE AND WITHIN A TOLERANCE OF V4' PER VERTICAL FOOT OF DEPTH: BOTTOM AND SIDES OF EXCAVATIONS SHALL BE CLEANED AND SMALL RECEIVE THE APPROVAL OF THE ARCHITECT OR ENGINEER BEFORE CONCRETE IS PLACED. ALL WATER OR OTHER DELETERIOUS MATERIALS AND LOOSE SOIL SMALL BE RBMoVED FROM THE EXCAVATIONS PRIOR .TO CONCRETE PLACEMENT. CONCRETE : SHALL BE PLACED IN ALL FOOTINGS ON THE SAME DAY IN WNIC14 THEY. ARE. EXCAVATE AND MEASURES TO PREVENT EXCESSIVE DRYING OR MOISTENING OF THE EXCAVATION DURING THE TIMES OPENED SWILL BE TAKEN BY THE CONTRACTOR ALL FILL MATERIAL SMALL BE FREE OF ANY ORGANICS, CLAY BALLS, OR 7TMER DELETERIOUS MATERIALS AND CONFORM TO THE CRITERIA SET =ORTM IN THE GEOTECHNICAL INVESTIGATION FOR THE SLTE. IN GENERAL 7NLY SELECTED FILL WITH P.I. s 15 WILL BE ACCEPTABLE WITH SPECIFIED XMPACTION. ST IN PLACE CONCRETE ALL CONCRETE WORK SNAIL BE IN ACCORDANCE WITH THE BUILDING CODE tJ:L1llIRREMMENTS FOR REINFORCED CONCRETE, ACI 318-LATEST EDITION ALL CONCRETE FOR STRUCTURES. (BEAMS) SHALL BE NORMAL WEIGHT, HAND AND GRAVEL AGGREGATE,. CONCRETE WITH' A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3000 P51. CONCRETE MpX SWILL BE.5: SACKS IF CEMENT' PER CUBIC YARD. CONCRETE STRDWM FOR THE AVERAGE OF NE PAIR OF STRENGTH TESTS (CYLINDER BREAKS) 714AT FALL BFl>7MI THE MIRED MINIMUM SHALL BE CAUSE FOR REMOVAL OF PORTIONS OF THE IORK REPRESENTED BY THOSE TESTS. HERE SHALL BE NO HORIZONTAL JOWTS IN CONCRETE WORK, OTHER THOSE. OSE. SPECIFICALLY SHOWN, AND AL CONSTRUCTION JOINM SMALL: E APPROVED. BY THE ARCHITECT OR ENGINEER' ANY STOP IN..ONCRETI:_ LAC9MFNT =SHALL BE MADE WITH VSRTIGAL BULKHEADS INCORPORATING, A HEAR KEY AT THE CENTER OF THE BULKHEAD. LOCATIONS ARE:, rPICALLYRAL A OF SPANS BUT SMALL BE APPROVED BY THE. ORIMWORK DESIGN 15 THE RESPONS6I.ITY OF THE CONTRACTOR AND AAL NOT BE REMOVED UNTIL THE CONCRETE HAS REACHED SUFFICIENT IRBNGTH TO CARRY ITS OWN WEIGHT: REMOVAL: OF BOTTOM FORMS ON RARE BEAMS SMALL BE APPROVED BY THE ARCHITECT OR ENL;#UM MMONAL. STRENGTH'TEST CYUNDM MAY BE ADVISABLE TO CERTIFY :CEPTABLE STRENGTH TEST FOR FORM REMOVAL. IN No CASE SMALL M M FORMS, IF REQUIRED, BE REMOVED PRIOR TO 7 DAYS AFTER ACEMENT OF CONCRETE. NLE56 OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING, STEEL CALL BE, GRADE BEAM BOTTOMS 3' GRADE BEAM SIDES 3' GRADE BEAMS TOPS IV FLOOR SLABS IV J. PENETRATIONS AND `+LMVED MOLES SMALL BE APPROVED BY THE RUCTURAL ENGINEER. 7. CHAMFER ALL EXPOSED CORNERS 3/41, OR AS SHOWN ON DRAWINGS. 8. CURING ALL CONCRETE INCLUDING CONCRETE TOPPING, SMALL BE CURED ACCORDANCE WITH ACI 308-LATEST EDITION AND FOR A PERIOD OF NOT LESS THAN 7 DAYS BY ONE OF THE APPROVED METHODS LISTED BELOW WITH APPROVAL OF THE ARCHITECT OR ENGINEER. DURING T1415 CURING PERIOD NO PART OF THE CONCRETE SMALL BE PERMIT I TO BECOME DRY. THE CURING MEDIUM SMALL BE APPLIED SO AS TO PREVENT THE CHECKING AND CRACKING OF THE SURFACE OF THE CONCRETE IMMEDIATELY AFTER PLACING AND IT SMALL BE MAINTAINED 50 AS TO PREVENT LOSS OF WATER FROM THE CONCRETE FOR THE DURATION OF THE ENTIRE CURING PERIOD.. FRESH CONCRETE SHALL BE PROTECTED FROM HEAVY RAINS, FLOWING WATER AND MECHANICAL INJURY. ALL CONCRETE SMALL BE. PROTECTED FROM INJURIOUS ACTION OF THE SUN. a WATER CURING: CONCRETE SMALL BE KEPT WET. BY MECHANICAL SPRINKLERS OR BY. ANY OTHER APPROVED METHOD W14104 WILL KEEP THE SURFACE CONTINUOUSLY WET. b• CURING COMPOUNDS. CURING COMPOUNDS OF THE SURFACE MEMBRANE TYPE CONFORMING TO ASTM C-309 MAY BE USED ONLY IF APPROVED BY THE ARCMTTEGT OR ENGINEER. CURING CQrOUNDS SMALL BE AGITATED THOROUGFN.Y BY MECHANICAL MEANS CONTINUOUSLY DURING THE USE AND SHALL BE SPRAYED OR BRUSHED UNIFORMLY IN A SINGLE COAT ON ALL SURFACES AT A RATE NOT TO EXCEED THE REQUIREMENTS OF ASTM C-3M APPLICATIO 5LNALL BE MADE IMMEDIATELY FOLLOWING THE FINAL FINISHING REINFORCING STEEL I. ALL REINFORCING, STEEL SMALL BE NEW BILLET DOMESTIC DEFORMED BATS CONFORMING TO ASTM. A615, GRADE 60, EXCEPT THAT 43 OR Ito EARS WHICH ARE: BENT. (STIRRUPS,. TIES, OR DOWELS) MAY BE. GRADE 40. GRADE MARKS SHALL 13E PLAINLY EVIDENT ON" ALL GRADE i0 BARS. ALL. REINFORCING, SHALL BE FREE OF RUST OR MILD: SCALE AND SMALL BE STORED ABOVE THE GROUND. DETAILING AND FABRK.ATI N OF REINFORCING: BARS SMALL BE IN ACCORDANCE, WITH. THE MANUAL OF STANL1AM PRACTICE,; ACI: 315-LATEST EDITION:., UNLESS SHOW 1 OMERMUSE, LAP. CLNi1N000$ EWi3',3G.$AR DIME E RS, .OR' A MINIMUM! OF 24' AT SPICES". LAPS BAR5, 3F,4h1 TOP RfJNFORQNG AT hiD-SPA%, WITOM �-OVIEWPIERS:OR SUPPORTS. REINFORCING BARS. MAY NOT BE WELDED .OR. OTHERWISE WAITED: FOR CUTTWG WITNOUT<APPROVAL'OF.THE' `aTRiICTIJ, IOC'ENWNEER ALL TOP::AND:-BOTTOM' REWFORCEMEdT. SHALL HAVE 2-#k -.2V X roll CORNER BARS' -PLACED WITHIN .TWEM[ THAT: EXTEND, INTO AD ACFNT BEAMS AT. EXTERIOR CORNERS AND INTERIOR AND EXTERIOR TEES. ALL STIRRUPS SHALL BE CIU ID STIRRUPS; "AND /lCl:'SPACINGS START AT S/2 FROM THE GBNTERL►NE OF THE SLJPPiORT G. ALLTOP" BARS 5W1LL BE NOOKED AT DISCpflWZM. ENDS. 7: PROVIDE NEGMSW TIES:AND SA&SUPPWM AS. REQ IRED BY THE.:: < .I IMMYUAL OF STAN�,1ARTi PRACTICE,. AGM: MI5 -LAMEST, E�FTQN.":`8(�tICICS, : ROUCg OR",armER MOW OR..WODD ARE NOT AOCEPiABIE:`SUPPORTS.. CHAIRS:: AND BOLSTERS FOR APPLICATION DIRECTLY OVER EART14 PAY` SWEETS, OR I FELTS'SHA L BE`6QAPPED WITH BO1 TOM BEARING, :PLATES:: I 8. ALL REINFORCING STEEL SMALL BE FREE FROM ANY BOND, REDUCING 1 COATINGS. IL ALL MOCKS REQUIRED FOR RENFDRCUNG SHALL BE 90 DEGREE. HOOKS, UNLES6.OWEiWISE'SPECIFUED OR APPROVED., .M000S'SNALL"BE PROVIDED AT. ALL D115CON7IN000S ENDS AND FOR ALL _ BARS: AT: CANTILEVERS. 10. CONCRETE COVERAGE FOR THE REINFORCING STEEL"SMALL COMPLY WITH ACI 318 -LATEST EDITION, ARTICLE 7.7.1, mace WHERE SPECIFICALLY. STATED OTHERWISE II. WHERE M NING6 IN OR PENETRATIONS THROUGH SLABS': OR TOPPING SLABS FORM INSIDE 006t5, PROVIDE DIAGONAL: REINFORCING` .(2-t16 44. LONG). ACROSS THESE CORNERS. EXCEFT wak.;5N�IOTNbN w, WIS ROVORCING SMALL BE PLACED. I-W BELOW THE'TOP"SURFACE OF THE SLAB RE: ARCH PLAN FOR LOCATION OF n BRICK LEDGE PROVIDE POSITIVE DRAINAGE AWAY - 1-1 1 1�1 1 3—#fo TOP 4 BOT. CONT.— FOR 50" 4 36" DEEP BI`1. #3 STIRRUPS @18" O.C. 3' CL -1'-0' OR 1'-2'- AS REQ'D BY LOCAL CODE 4 -I11-11' CL. " CL. #3 @ 12" O.C.E.W. 1/2' CL. TYPICAL EXTERIOR SECTION MIN. ROMT'S SCALE 04-0" $ 1 /2' MIN. COMPACTED SELECT FILL P. I. 5 15 6 MIL. POLYETH. VAPOR BARRIER #3 @ 12' O.C.E.W. H 1/2' CL. rr xyk Q � • � �;:5.� i[",,.K .�,'b"n ", fi ��s.'ZL YYK��f...h7�[ ��, t • [ t :�l cl W W ~ 1 _I —III MIL. PO o III-11 `" Z'4t;`..'' i VAPOR BARRIER c REINFORCING: Ti I I i�= �';�� & [I �' COMPACTED ' 3-#5 FOR 2'-0" DEEP BM r �;ri�, SELECT FILL N In FOR 2'-6" DEEP BM P. i. S 15 (2 EA. CORNER) OR 3-#6 3-#6 FOR 3'-0" DEEP BM. #3 STIRRUPS @15" O.C. CL H'-0' OR 1'-2'- AS REO'D BY LOCAL CODE SEP-26-2003 10:34 SULLIVAN STEVENS HENRY � 713 464 2904 P.01/01 wwoad" •7NO7 'dNl3a anlao 09 - - -r — - •ar07 .r o "ra . - - - - ---- _ _ - I I � ir ■� 1 1at7O7 aOlOw � I i � ' 1fL" / 1 III - N M 1NNIN1.0l�l M / 1 NI Mal O' I. 1 mm � l Li loold 321 urd wq sallillin do wa" / virdv Nowwo7 s�•rgT � 1 i � -74 \e000l 1 . 1 � 1 / i TOTAL P.01 IW- 0 0 • EN� GOEDE SF CIFICATION5 GROSS WALL SQ. FT.: 51 8%.7IP PERCENTAGE OF FENESTRATION FENESTRATION SQ. FT.: 575.00 TO WALL RATIO: q.7% IN ACCORDANCE WITH CHAPTER 5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE, AND BASED ON THE PRESCRIPTIVE BUILDING ENVELOPE REQUIREMENTS FOR THE BRYAN/COLLEGE STATION AREA, THE FOLLOWING SPECIFICATIONS WILL APPLY: TABLE 502.2.4(2), MAX 12% RATIO MAXIMUM GLAZING U FACTOR: 0.75 MINIMUM EXTERIOR WALL R—VALUE: R—II MINIMUM CEILING R—VALUE: R—Iq MINIMUM HVAC SEER VALUE: 10 SEER IJeA la 5ccl( of R-8 b,,-%wo(K ENERGY CODE SPECS CALCULATED FOR: DPL CONSTRUCTION DATED: Oq/23/03 , HOME APPLICATION PROJECT ADDRESS ,r2-WcoTi✓`' G? DATE BUILDER � l Gon�/di�CTo.�I PHONE # jaa-%2.�'D' MAILING ADDRESS eI3 � r �.4s11f1�'% �, MOBILE # , i- °s' T,� ?'! ►'.� -PAGER # WINDOW TYPE -(Aluminum ouble:Pane Tinted, Etc.) SOLAR SCREENS, ..yes .,no SOLAR FILM OR TINTED yes no TYPE.OF SKYLIGHTS VZ,,9 SIZE TINTED yes "no EXTERIOR DOOR TYPES front ii d/ rear._.'other.- EXTERIOR WALL]NSULATION R-VALUES • SHEATHING inches IS SHEATHING ON ENTIRE EXTERIOR (including over, bracing)? `yes-r o 5 CEILING INSULATION (please list,values for rooms that are different)'. R-� CEILING HEIGHTS IN FEET: LIVING --AREA DINING /Ci - BATHS BEDROOMS ' #1 #2 ZQ #3 ' 44 OTHER TYPE OF WATER :HEATING: n gas_. heat pump `AFUE or COP' TYPE OF HEATING: gas_' heat pumpAFUE or COP AIR CON DITIOMNG'SEER /4,/' * .if*SEER is, 12 or over, you are eli ible'for on, Energy Back H Rebate; did/will you apply for one? yes no FIREPLACE' -yes. no IF Y?-ES,','F�RESH'AIR INTAKE yes no .ATTIC VENTILATION ROOF'S OVERHANG DISTANCE /Of inches Building ~plans must include structure'orientation on the plot and,the direction it faces` There is a`Good•Cents New Construction Rebate available to the first•home'buyer of a Good Cents home upon certification. If a Good Cents home is built as a speculative homeand is not sold within one year dffer ifs certification, the rebate will be withdrawn. N CITY= 0V C-OLLEGE .ST-ATIO-,N