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HomeMy WebLinkAboutRES2007-02282, 07-2290OrI.Z'2MO2 D'I.2��10 PREPARED 3/26/08, 7:46:55 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/25/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 917 DOVE LANDING AVE SUBDIV: DOVE CROSSING PH 3 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER . . PHONE PARCEL . . 230100-0309-0300 APPL NUMBER: 07-00002282 RESIDENTIAL, 1 UNIT DETACHED NEW PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B100 01 10/02/07 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 10/02/07 AP October 2, 2007 8:53:07 AM glsouth. Form Survey Submitted Slab Ground Installed B120 01 10/09/07 RH BLDG, FRAMING -PARTIAL TIME: 17:00 10/09/07 AP October 9, 2007 12:01:57 PM glsouth. APA FRAMING B115 01 11/05/07 RH BLDG, FRAMING TIME: 17:00 11/05/07 AE November 2, 2007 11:06:36 AM kwolfe. 11/05/2007 03:06 PM RH PDA Need to submit info. on slab repair from engineer. Tape seal all seams and penetrations through green guard. B3 0 01 11/26/07 RH BLDG, INSULATION TIME: 17:00 11/26/07 DP November 26, 2007 9:37:28 AM glsouth. 11/26/2007 03:32 PM RH PDA Did not tape seal seams and penetrations through green gaurd. B130 02 11/27/07 RH BLDG, INSULATION TIME: 17:00 11/27/07 AP November 27, 2007 10:28:56 AM glsouth. B125 01 3/25/08 BI BLDG, FINAL TIME: 17:00 March 25, 2008 12:19:28 PM acarter. -------------------------------------- COMMENTS AND NOTES --------------------- ----------------- O'!'v11t�b Date: 3/26/2008 Inspection Comments for Final, Permit Year: 7 'ermit Number: 228'd Address: 917 DOVE LANDING AVE Insp inspection Type Code Description Status Inspection Result Comments B100 BLDG, FOUNDATION -SLR IC Form Survey Submitted B100 BLDG, FOUNDATION-SLj IC Slab Ground Installed B115 BLDG, FRAMING IC 11/05/2007 03:06 PM RH PDA B115 BLDG, FRAMING IC Need to submit info. on slab repair from engineer. Tape 6115 BLDG, FRAMING IC all seams and penetrations through green guard. B130 BLDG, INSULATION IC 11/26/2007 03:32 PM RH PDA B130 BLDG, INSULATION IC Did not tape seal seams and penetrations through green B130 BLDG, INSULATION IC gaurd. E150 ELEC, FINAL IC 02/04/2008 10:45 AM RH PDA E150 ELEC, FINAL IC Smoke detectors of working. Need smoke detector outside E150 ELEC, FINAL IC bedrooms. Install all fixtures, bulbs and covers. E150 ELEC, FINAL IC 02/05/2008 02:47 PM RH PDA E150 ELEC, FINAL IC By building final have seperate switch for light above E150 ELEC, FINAL IC sink. Do not share with garbage disposal. P125 PLBG, FINAL I IC IJanuary 22, 2008 4:46:40 PM kwolfe. Jan 08 08 10:59a Cch - B/cs 979 690 3823 p.2 i or TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT • .. dy OHOMES Location to be • DOVE LANDING Approximate11 to beTreated: Pe J. a • • I L tid • • •� • • • - f. • • 1 1 1 . ' •, of Full Partial XX Vertical Horizontal/Perimeter Fn—mridafion—SL" • • BRICK • • f 1. • 1 !• -.11'I__. A LABEL FOR ANY OTHER PESTICIDE RECOMENDED OR USED HAS BEEN ATTACHED AS PART OF THIS DOCUMENT. WARRANTY INFORMATION (IF ANY) INCLUDING AREA COVERED, TIME PERIOD OF WARRANTY, RENEWAL OPTIONSAND COST, THE OBLIGATIONS OF THE PEST CONTROL OPERATOR TO RE- TREAT FOR TERMITE INFESTATIONS OR REPAIR DAMAGE CAUSED BY TERMITE INFESTATIONS WITHIN THE WARRANTY PERIOD, AND THE CONDITIONS THAT COULD DEVELOP AS A RESULT OF THE OWNER'S ACTION OR INACTION THAT WOULD VOID THE WARRANTY HAS ALSO BEEN ATTACHED. SEE ATTACHED SKETCH BUILDERS SUPPLIES SKETCH/ PLAN Charges for pre -treat $236.23 NOTES: Annual re-newal: $125.00 32129 PT 9129/2007 Ca or Techindan SPCB Ooonse 0 32129 PT f (3/28%2008) Gina Southerland - Re: Calling for CO @ 917 Dove Landing Ave Page 1 From: Paul Schoenfeld To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Joe G... Date: 3/28/2008 1:04 PM Subject: Re: Calling for CO @ 917 Dove Landing Ave ALL OK. PAUL >>> Kim Wolfe 3/26/2008 8:10 AM >>> any issues? BP # 07-2282 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.cstx.4ov WF0956794 / 001 City of 'Colleae Station �t PAGE 1 REQ. DATE: 08/17/07 � 08/17/07 15:10:09 LOCATION: 917 DOVE LANDING AVE eLOC ID: 209226 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 08/17/07 SCHED COMPLETION: 08/17/07 ******************************************************************************** JOB ORDER RESULT COMMENTS Nov 14 07 06:23p Tony Medina (972) 875-1398 p.1 ngineering, LLC November 14; 2007 Classic Century Homes Attn: Fred Burris- 5001 Hwy 287' South Arlington, TX 76017 p�_22vZ 401 S. CLAY STREET, ENNIS, TX 75119 Subject: Post Tension Slab corner "blow out' at 917 Dove Landing, College Station, TX With reference to the subject address the undersigned has reviewed the repair method and herein approves the repair. The post tension slab repair is here approved for pour. r1,'1►�• AL �- A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.975.1398 • E-MAIL: infoOftroundations.com SEP-06-2007 THU 04:43 PM S U R V E Y P L A T P. 016 (71 � ZZgti This is to certify that I have, this date, made an on the ground survey of the property located on 917 Dove Landing Avenue in the City of College Station, Texas, described as follows: Lot 30, Block 9. of Dove Crossing Subdivision, Phases 3 do 4, an addition to the City of College Station, Brazos County. Texas, according to the map or plat therof recorded in Volume 8130, Page 258, of the Plot Records of Brazos County, Texas. &O� A V 5, Cb NOTES: 1. IRF — IRON ROD FOUND 2. IRS — IRON ROD SET 3. Basis of Bearing — Subject Plat 4. C.M. = CONTROLLING MONUMENT 5. —X— WOOD FENCE 0Cb l(�if pP�.U.E W L MON 8541 pJ Cb 0 o�+O' �s�b• �x �0 �i gsz s P.u.E _ 1oL WX PG ffie JIM 4:011F as is d"W611111 a¢-d�2000 4bananr�naPd tit p rMlJs4 Ike! 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CLAY STREET, ENNIS, TX 75119 July 6, 2007 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 The following post -tensioned foundation plans are herein authorized for construction at the address and legal description shown below. Lot Blk ' Subdivision Address City County State 30 9 Dove Crossing 917 Dove Landing Av. College Station Brazos TX A site specific soils report was not provided. The foundation has been designed based on the following soils conditions. Soils Laboratory Brazos County USDA Soils Survey Allowable Bearing Pressure P.I. 1500 psf 52 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (BRAG) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647. PTF0707025 S .......... A. Q. MEDINA .� 4 : 50995 71612007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txf6undations.com 0 wi 55.15' - - 10' P.U.E - - - - - - - - - - - - - - O 20' BL Rl L1a W ONE STORY tit c E SINGLE FAMILY _ g c BRICK RESIDENCE p PLAN # 1668 ' 40'-0" 7'-611 7'-7 13/16" 18' CONC. - DRIVEWAY kn N 5' P.U.E 55.15' 25' BL 917 DOVE LANDING AVENUE LOT 30, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 858 SQ/FT GRASS 195 YARDS 55.15' 10' P.U.E ------- - - -- V c d ONE STORY d'o = SINGLE FAMILY -0 c BRICK RESIDENCE PLAN # 1668 .6 40'-0" '-61' 7'-7 13/16" CONC. - DRIVEWAY -- 5' P.U.E 55.15' 917 DOVE LANDING AVENUE LOT 30, BLOCK 9 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX FLATWORK 858 SQ/FT GRASS 195 YARDS PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED .OW DOUBLE ROWLOCK TO SURROUND WINDOWS NOTE: 1) SHADED WALLS TO 2" x 6" FO&A�.. 2) ALL HEADER HEIGHTS TO BE 6'10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED 40'0" 14' 0" 13'0" 13' 0" 2' 6" 9101, 2' 6" 72" 3' W 2' 10"' 4' 0" 5- 0" 4' 0" To, x 51 01 3'0r x F(r TO" x 6'0' T CD C> + lb ezzzzzz� T G': 8'W 3' 0':: 8'0' I BREAKFAST; SL CLG 8'- 10' C> MSTR SUITE 60 SL CLG g'- 10' 15' 4" 3' 0" 3- 3" 5'0" 47HAL WALL 9,:9" 3' 8" FAMILY -------- 10'CLG 'D -------- ;n 00 CD Z(r Dwil KITCHEN 6' 6" 6- 6" cc SL CLG 8'- 10, REF -------- ------- PANTRY '0" M 60 izz 5 i�- 20, D 2'8' 60 BDRM 2 6' 6" 8'CLG 11'3" z a - too' ENTRY r 6- 6' 10" 2' 4" 4' 0" 101 CLG FOOTAGE LIVING 1668 ;o GARAGE 478 PORCH 27 ------ TOTAL 2173 POR ' 40* C> GARAGE rn IOCLG 8'CLG --------------- ---------------------------- 4'3 2' 4" 7- 7" BDRM 3iV 8'CLG COPYRIG14T 2000 60 FRED B S & CCH 20'6" L5'4- 40' PLAN # 1668 mic Century Homes ADDRESS 917 DOVE LANDING LOT 30 BLK -9 SUBDIVISION ,DOVE CROSSING F 14'2" SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATION NOTE: 1) SHADED WALLS TO 2" x 6" FOR PLUMBING 2) ALL HEADER HEIGHTS TO BE 6'10" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED ;COP-.rD 40'0" 14'0" 13-0" IT O'�� 2, 6" 9- 0" 2' 6" 7'2" 3' 0" 2' 10"'. 4'0" 5- 0"t)- 4' 0" 3' D'x 5' (r 3'0r x Fir X(r x S'lr 3'(r x 8'(r 3'(r x Ar (r C, - --------------------- ----------------------- BREAKFAST: ENG SL CLG r - ily o MSTR SUITE 60 SL CLG 8'- IV 15'4" 3' 0" 3' 3" 5'0" WALL FAMILY 9': 3' 8" .9 I(ycLG -------- 0 .0 o Irrn Z(r DWII ;;r KITCHEN fn en 66- 66" o SL CIAj 8'- 10, --------- ---- --- Af o PANTRY 5 -0- ;'n R2 F- D 60 Tir 60 BDRM 2 & •11 6' 6" '3" ------------ ---- ENTRY 2'8" 6101, 69" 2'4' 4'0' IWCLG - V- FOOTAGE LIVING 1668 GARAGE 478 3'Ir PORCH 27 ------------ ------ in c TOTAL 2173 pOR GARAGE Uyan IP CI.G 4-3- 2'4" T 7- 1 BDRM3 91 CLO irfl- ff�r 2000 60 FRED BURRIS & CCH 20'6" 5'4- PLAN # 1668 la 9iC ADDRESS 917 DOVE LANDING LOT 30 century BLK 9 Homes SUBDIVISION 11DOVIE CROSSING Lt±m— 0---i, 14'2" SEE ELEVATIONS FOR lW`rNDOWS SIZE AND LOCATION ROOF AS SELECTED @ 8:12 BRICK RIGHT ELEV 12 12 a ROOF AS SELECTED @ 8:12 BRICK LEFT ELEV - "�\ l SIDING TO BE ALL TEMPLE BRAND HARD BOARD ROOF AS SELECTED @ 8:12 oU=UL SICK BRICK ip o� b� REAR ELEV 8' 1 1/8" PLATE aw 8' 1 1/8" PLATE vrwL� 10' 1 1/8" PLATE l.7["1DLr. ROOF DETAIL 12 00 NOTE: 1) Foundation anchor bolts at 6'0" o.c. as per 2003 IRC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R301.2(4) 2003 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R319. All fasteners to be hot dipped galv. steel, stainless steel, silicon bronze or coper only as per sec. R602 PLAN # 1668 Century Homes ADDRESS 917 DOVE. LANDING LN LOT 30 BLK 9 SUBDIVISION DOVE CROSSING AIdL�Heue hwn hy�NatlA 4) Provide hand ralls on all stairs/steps with a minimum of 4 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonry veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. as per sec. R703.7.6. Electrical ceiling fan spotlights 1 fluorescent fixture O pot right 0 0 0 0 o vanity bar light ® fan jy light outlet outlet 220v outlet gfi 6 smoke detector $ switch $ 0 switch 3 way NOTE: 1) Lighting on stair to conect from switch @ top to light mounted on wall @ middle of stairs to switch @ bottom of stairs per sec R303.4 ' 2) Smoke detectors will be hard wired in series w/ battery backup power as per sec. R317 3) Provide 110 outlet & light near HVAC unit for service with switch. PLAN# 1668 ELECTRICAL PLAN I��azsic ADDRESS r� '® LOT Century BLK Roues SUBDIVISION I I IIIear„rx.�o.4..�o to eu ImsuF mlw Me BARREL MKALRW0.5VSTBI: hl STUDsfs.,-. JR•TAD SUNIM). R13BAn1A63rAnuN In•orlsw BOARn nul59Al1N0 1110:KNESS mes DERaJm+EDBV ENmEEa UnTe ecElj may )x! BOT WM nATE ■ BATr INSlxAtplN NR:!• ur RW 0. aunEa TloacAlnRlAro TYIMAL r%. flRIIX [xn0.N1R aAll: 1'rARfl0.KT: 33x. TW I"m A'A SPACE •ASTS T, m•nEAn11N0 ARBAA0.El BRRt IlICL4SlUlAJDERSIDE h. sruos J? Is•.... W RWR JDur IH BAn MTNAIRW Y/Ar.�l 10."FFTT VENJ EyFItY JIDBRIR Im nEEnaR �/h�✓y AI BDROMI METAL 61" Ins :-MRSIAR a• SRFATNMO AR DRRRM1 h! Shills t, W.,Ru BATTINSLLATMN "SIMORUIIt IamTttcoc MAIL �Y! BOROM MTE T0.ESIEU °� a:' 9; ALLsue wMEHSIDIrsnnRNrssEs. ,I aRTINID0.CEAlayrro BE UllkxlaNJJJ BY FXGWFE0. A6�R �A in' PLYWOOD SHEATHING a/m "H' CLIPS MIN. 2"X6' RAFTERS a 24" o... BATT INSULATION CONTINUOUS AIR VENT BAFFLES a24' O.C. END AT RIDGE TO BE INSTALLED 60 THAT AIR FLOW 15 NOT RESTRICTED WOOD FASCIA EINIAus AI0. yEm DARLBEJJ• ENKDSWAT RI W E • TO DE INSTALLm 50 THAHA T Aa noa'u NorRLTnIITm MD:. w RMTvxs@ Ff o.c I?IL"%RDo SHEATHING ROUPS rAstu �. @So. a/EDUALLYSPACm VIXrs IRBaC METALBRAXIiEt I'A0I STAR Mc DMUStl Aoi5f uev msTwspls•oc _ /al� 0.UBAn IN51RATI0N �(�( IT•slrRTnoR SOFFIT MATERIAL/ TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIRSPACE In. SHEATHING 2"N4" STUDS o 16" .... BATT INSULATION CITY OF LOCKHART 1/1" SHEETROCK TYPICAL ROOF OVERHANG DETAIL TYPICAL WALL DETAILS max eeo c Jx!—.M IIATE IRFA J • �• ALLS ABD MENMIMS ImCKN S5E5. J' • 1 vlFnalt WE IIkNITOee kT 9NNDBY TOP VIEW SIDE VIEW NOTE 1) Foundation anchor bolts at 6'0" o.c. as per 20001RC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per see. R301.2.1 and table R301.2(4) 2003 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners to be hot dipped gals. steel, stainless steel, silicon bmnze or caper only as per sec. R323.3 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonry, veneer anchorage of SPIERE sIIALL 24" horizontal and 18" vertical as NorrnssTxau per sec. R703.7A.I and weep holes eta maximum of 33" o.c. as per HANDRAIL I IN• MIN. sec.R703.7.6. "......T0!SrM"..1. ______________________________ m N_ 00 x IIN..{TREAE qaW I' ¢z To x STAIR DETAIL IRC 2003 21411 101011 MIN. CHIMNEY � • CAP Z 2X4 BAND I I 2X4 FRAMING ; _ N MEMBER W I � I (T I OL)B I I SIDING I'w I RETURN ENDS TD IT'ALL OR P(M 18" FLOOR SYSTEM (3)2x12 STRINGERS E- 5/8" TYPE DRYWALL x UNDER STAIR STRINGERS V v HANDRAIL Q 34"-38" MAX. FIRST FLOOR lassie Centur Homes Making Home 0--hip Affordable Area Calculator: . Assembly Type ©- ..®■®■imam Opm, Metal Frame, o 07/05/07 13:39:19 Window Area Total: 184.53 1/1 SIMPSON LSTA21 OR CS20 (ATTACH TO FRAMING ON 3" O.C. GRID PATTERN OPPOSITE SIDES OF 8d COMMON NAILS SHEATHING) TYPICAL BOTH TO HEADER SIDES OF OPENING. Oo 0 0 o 1 I o p o 0 o f o I 1 I I O b O o o f o 1 O O I I I I 1 I10 I 11 1 I I�I 3"O.C. NAILING IN ALL i is FRAMING STUDS, o o BLOCKS, TOP PLATE, '' 1 11 ' I I�I° oN11 AND BEHIND THE HTT16 HOLDDOWN 1 0 0 I Doi i i i i ioic 0 0 1 I I I I I I I 1 IOIc I I I I I 1 I I 1 1 I I I lol Ic 1 1 O 1,1 � I � 1 1 I I• O ID PI 101 I I o I I I b I I I I lol I I I I' —_�J-1_1---1_ J_ u TOP PLATE TO HEADER - 2 ROWS OF v 16d SINKERS, 3"O.C. O O T 1- 5/8" TITAN ANCHOR ('FRONT'VI W_ —7 BOLT MIN. EMBED. L J DEPTH - 24' TYP. FRONT VIEW COPE BRICK AND MORTAR AROUND HTT16 BRACKET TYP HTT16 8' OSB SHEATHING [PLAN VIEW SIMPSON LSTA21 OR CS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF SHEATHING) TYPICAL BOTH SIDES 3" GRID PATTERN 8d COMMON NAILS TO 116" MIN.' OF OPENING. HEADER • • I• :i :.. TOP PLATE TO HEADER - 2 ROWS OF HEADER XEAR SPA 16' 16d SINKERS, 3"O.C. (BE TW EN 6' TO 1 ) X X a a 3" O.C. NAILING IN ALL FRAMING -STUDS, BLOCKS, TOP PLATE, o AND BEHIND THE STHD10 HOLDDOWN 3 BOTTOM PLATE TYPICAL 5/8" ANCHOR BOLT` EMBEDDED 7" MIN. P TYPICAL 2- SIMPSON HTT16 EACH SIDE - TYPICAL 1-STORY - 1 611 M-1 N?, EEOLOLOdMs FRONT FRONT ELEVATION 5'-0• MIN. RIGHT ELEVATION REAR ELEVATION -:. 5'-0° MIN. LEFT ELEVATION 5'-0° MIN. it Q lei o o wm Z Q=z F r oo° a. >- 0 0 o co W Z J �� o �o�o N Z 0 QW�QZ Zj;m V= Zw Z rnpp L) g Y � Uc—Lo¢¢ ao�c~an Q z M w O t- 0 m V L) 0 In U O r w T O NY 0 O a. m ui 0 .0 m O W min o ;? s ' ul f O ZO R 0 Q m � r; _j u j E $ Y cb � Q m 3 CD Z m 0 N N .� W W J U- C7 UJ� C3a QLU BRICKLEDGE WHEN 6 - - APPLICABLE 1Z # 3 REBAR WITH 7-O' 6 3� BRICKLEDGE WHEN ✓ BENT @ 45° TYP. @ APPUCABLE 6 ALL CORNERS 3#, 1"• � BRICKLEDGE WHEN ✓ �p✓ . �4PPUCABLE _ SLAB STRAND ' r CHAIR WHERE APPLICABLE . "—cHwfl "2-BS" DETAIL y -`•� FAr _ 1� CUSHION �— _ e o o _ c _ _ CHAIR !D 7 CUSHION SAND, TYP. ' �. i �1�� ° CUSHION ^� SAND. TYP. TOP OF POST -TENSION STRANDS m p } '�. �::: "" / ° SAND. TYP. 6' •S' STRAND TOP OF POST -TENSION STRANDS GRADE WHEN INDICATED �' w LLI I •'•� •. I _ G ANCHOR GRADE WHEN INDICATED ON PLAN, TYPICAL ¢ b — TOP OF . ',I POST -TENSION STRANDS a O — GRADE WHEN INDICATED ON PLAN. Tl(PICAL. 2- #5 BARS w ¢ G CHAIR "i . ;,•:• i ON PLAN, TYPICAL. 4,ss DRAPE BEAM STRAND TO DRAPE BEAM STRAND OLLOp ,••--S 1DRAPE BEAM STRANDWHEN INDICATED WHEN INDICATEDHEN INDICATED ON PLAN, TYPICAL p ON PLAN, TYPICAL — #4 BARS ON PLAN, TYPICAL yVAPOR @ 17 O.C.p H #3 SUPPORT STAKES O UNDISTURBED RAND #3 SUPPORT STAKE RETARDER SEE PLAN FOR EACH WAY 2 ANCHOR TYPICAL F.P. DIMENSIONS n .•°•:• SOIL GRADE 2- #4 BARS VERTICALLY SLA " "AlII SPACED @ 17 O.C. AS B FORM BOARD D ETAI L u A DETAIL N REQUIRED PER BEAM DETAIL "E" M �, DEPTH CHA R NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) "� #4 VERTICAL WHEN THERE IS A 4.OR LESS SLOPE IN THE 1 - ¢ " �• f ✓ BRICKLEDGE WHEN SUPPORTS @ 46• FOUNDATION FOOTPRINT AREA TO INSURE / a J ✓ APPL CABLE THAT SETTLEMENT DOES NOT OCCUR, THE /\ Y 1• #4 BACKUP BAR D.C. BOTTOM OF THE PERIMETER BEAM MUST 1 ¢ $Z p �pP STANDARD DEEPEN`PENETRATEUNDISTURBEDSOILAMINOFI7) LO B r Or/ TIE WIRE � BEAM DETAIL ° •` '' ' CHAIR CHAIR CHAIR CHAIR LESS THAN 54' SLAB STDS SLAB STRANDS SLAB STRANDS ro e•. WHERE APPPPLICABLE CHAIR LAYOUT WHERE APPLICABLE •i;�:::" WHEREAPPLICABLE ° 2- #5 BARS . P �' #4 BARS @ 17 BEAM STRAND O.C.E.W. #4 BAR WHERE BEAM STRAND DRAPE BEAM SLAB STRANDS APPLICABLE WHERE I� ,. STRAND BEHIND SHEATHING CUT BACK ANCHOR APPUCABLE ' • WHEN INDICATED (CARE SHOULD BETAKEN TO H #3 SUPPORT STAKE H #3 SUPPORT STAKE ON PLAN, TYPICAL ENSURE SHEATHING DOES NOT p VA p YJ too�! �A CHAIR - 3' PROTRUDE INTO THE ANCHOR) zz es� DETAIL "B" DETAIL "B1" M STANDARD WOOD BRICKLEDGEWHEN OPL BRICKLEDGE WHEN ' �pP DETAIL "G" DROP DETAIL FORM EXCAVATION APPLICABLE •pp0 APPLICABLEpp� BRICKLEDGE WHEN BRICKLEDGE WHEN APPLICABLE APPLICABLE TENDON INSTALLATION ✓ z 1.#4BACKUPBAR AT STRESSING -END #4 BARS @ 12- O.C.E.W. SIN - y --1- #4 BACK UP BAR aD SLAB STRAND •(.• CHAIR CHAIR 3#, :� 1' CHAIR in ' " ~ POCKET TOP OF p � ' �° •" ; FORMER GRADE SLAB STRANDS TOP OF SLAB STRANDS SLAB STRANDS 1 WHERE APPLICABLE GRADE° r WHERE APPLICABLE y WHERE APPLICABLE O •� — AIR DRAPE BEAM STRAND 2- #5 BARS 3 ,., ... #4 BARS @ 12 _I ' • '.• •F WHEN INDICATED SLAB STRAND 1 I CUT PLASTIC ON PLAN. TYPICAL DRAPE BEAM ¢ - O.C.E.W. (I .. .:': :g BEAM HERE STRAND TOP OF 't DRAPE BEAM ' '' ` D '.; ,';,. I :. WOOD O 1n Y! p M WHEN INDICATED GRADE i STRAND 3'-0' MAX W EXCAVATION ON PLAN, TYPICAL t WHEN INDICATED L BEAM STRAND `FORM T" VA ON PLAN TYPICAL AS SPECIFIED �p 1 • #4 FOR L = 14' OR LESS P✓" 2• #4 FOR L = 15•TO 2S• COMPLETED DETAIL "C" DETAIL "C1" p o ` NOTE: DETAIL'P 3-#4 FOR L=26'TO 36 CAN BE CAN END INSTALLATION BRICKLEDGE WHEN D ETAI L "F" SUBSTI TAIL D I °.TUTEDETAIL "F 1FOR D" APPLICABLE B 'STRAND AS BRICKLEDGE WHEN SHOWN ON PLAN 1§' MIN. 1" r ✓ APPLICABLE N` PLASTIC FIXED END SHEATHING 1- #4 BACKUP BAR ANCHOR STRAND CHAIR 3}• �CUSHION •� CHAIR � O 0 _ I SAND, TYP. 2 .I CHAIR SLAB STRANDS STRIP TOP OF �- POST -TENSION STRANDS io v SHEATHING GRADE ' WHEN INDICATED P WHERE APPLICABLE SLAB STRANDS ' ON PLAN, TYPICAL WHERE APPUCA13LE 20d NAIL i 4° • _ 'BS' STRAND AS STIRRUPS BARS @ 17 2 x D TYPICAL SHOWN ON PLAN (MIN.) O. STIRRUPS FlED - O.C.E.W. L FIXED -END (DEAD-END) WHEN SPECI WHEN SPECIFIED WHEN (2j'BS° STRANDS ARE DRAPE BEAM #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, WOOD INSTALLATION 1" s STRAND TO MAINTAIN A 3' FORM O yV 3• #4 BARS p YA 3- #4 BARS WHEN INDICATED CLEARANCE FROM THE ' TIE'BS' STRANDS TOGETHER TOP VIEW AND INSTALL SIDE BY SIDE TOP & BOTTOM. TOP & BOTTOM. p H ON PLAN, TYPICAL BOTTOM OF THE BEAM p 54' MAX. SPACING I S A STRAND. ly' NSTALLLL ANCHORS SIDE BY SIDE SEE °2-BS' DETAIL STANDARD DETAILS DETAIL I'D" DETAIL "H" " ! DETAIL I'M" BEAM STRAND "BS" DETAIL SZOLOLOAd NOTES: 2 SPACES 2 SPACES , °� 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, •.••� ��;` 611 4 SPACES @ 3=3 ± @ 3=3 ± @ 3=2 ± ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUND Q ••.�� l► o 0 MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL WH ; ; p �u) �: ? rn FOUNDATION SITE CONTAIINS FILL (MAX. 3 0�, THE DEEP Q DIAGONAL: : W ;� J a a 0 69'-7 5/8" A O O S w ui O (o O BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. O ; 0 j a a O O O O O G7 T #4 BARS FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE ; (f ; �t,� �1 a Lo (n Lo Lo Lo Co Lo U) @ 12" O.C. CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS A- �� 'J a m v� I v� N cn m Al A D ��`"'wwo S16 INTO THE DESIGN. ��*••� 2 w (O D 2, 3000 PSI, CONCRETE SLAB. -> : ��� w v O L? _ _ u) Lo 1� lf) _ 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS t � o a BS 1 7 ui j , m ) \ RECOMMENDED. 1 1 S42 �O 4. PROVIDE A e MIL POLYETHYLENE MOISTURE RETARDER BENEATH SLAB AREA. Z r- -- _ -� r - -- --� r----- BS43 5. ALL STRANDS I/2"DIA.-270K. O cn I I I I i 1 I I I 8. THIS FOUNDATION DESIGN IS CONSIDERED INVALID (A coo U I I I I I I I I UNLESS ACCOMPANIED BY A LETTER FROM AGTM ~ W Z I I E I I I ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q I I I I • I I I I S42 N I I I I( I I I I I LOT & BLOCK, OR ADDRESS. p � z I I I I I I I I I 1 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS z= r 00 M � I I I I I I I 1 DISCRETION. o r U U O I I Iri B1 I I I I S42 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O � ^ 00 (gyp LLIZU I I I I I I I I SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY u r p '- p Z 0N L_-_-__ --- J L_J L_____J L________J L_____ __J 2-BS43 ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY H-00 Z Z ODg� ------- --------� r--------� r_____ 2-BS42 OWNER/GENERAL CONTRACTOR. I I I I I I I I 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END z Lu Z z j m A _ I I I I I I I. - V Ls lr z N o Z REVERSAL IS PERMITTED. Z W p� p I I I I I I 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (%� V o - LL. O 1 0 1 1 1 1 I I 1 S42 INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. z— C) Q J F- 1 10'-3 1 I\,-0I 9 -8 I I 10 -2 1 +I W U d. m I I 1 I 1 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE �— Cl) H M y I I I I I I I S42 uj AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF ZO I I I I I I THE FOUNDATION AND SLOPE AWAY FROM THE L___--__ J L_______ J L---____J L____-_- J BS43 FOUNDATIONAMINIMUMOF3"IN5'-0". i1) U U OJ J J r--------�r------- r------- Ir--------I Lu 0 I I I I I S42 Q 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS m U I I I I I B I I I A ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 00 I I I I I i t I ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED +T I I DROP I I I I 1 TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING tD I I I I I I S42 CABLE STRESSING. = r 0 N I I I I I 13, THE FOLLOWING SYMBOL INDICATES DROP IN p I I I I I I I I FOUNDATION. THE AMOUNT OF DROP AND EXACT J L _ _ _ _ _ _ _ _ J L _ - _ _ I I I LOCATION IS TO BE DETERMINED BY PLAN OR AS O ----------JL------- S42 ►- DIRECTED BY OWNER/CONTRACTOR. O r------- -I r---------I r-- -1 -7 r------- -� BS43 u- I II w II B1 IIIL I y j ROP ii ii 1 S42 a C I i i i t l i 1 1 i FOUNDATION: o I I I I I I I I 3- #4 BARS 1. THICKNESS T= 4" O w I i t V-8" TYP• i i� l i I I I 42 2. BEAM WIDTH W= 10" o m I I I I I I I I I I 3. BEAM DEPTH D= 33" L------- J L------- -J - L--J L-- S42 0 O 4. AREA = 2166 SQ. FT. cor------- - ------ --i r--- -----1 2-BS43 I I I I I I 5. EST. CONCRETE = 85 YRDS. y -'�' } w A o ~+1 w +► . U I I I I I I I U z v, Q nQ lqrS23 r 1 I S16 C CME TESTING AND ENGINEERING, INC. 0 a cn I io I I I Al I o rn o � 04 I I I C I I I I a 1806 WELSH AVENUE, SUITE C I I I I I I COLLEGE STATION, TEXAS 77M U m J S23 _ _ _ L _ _ _ _ _ J L_ _ _ _ S 16 PROJECT NO, 26116 -j W BS24 A k M O O O O to BS 17 DATED: OCTOBER 2, 2006 c Q N lf) Lo lf)' In Ln Lo 46 z n E co ca Is Eo - STEEL REQUIRED. SEE DETAILS N A CAUTION: IN THE EVENT THATACABLE WWj °' � 6" 4 SPACES @ 3'-3° ± 6" PASSES THROUGH A PLUMBING OPENING, *CAUTION: VIBRATE ALL CABLE LIVE W L '� MOVE CABLE TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. ♦♦�� H ul J CABLE SPACING CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY V 40'-0" NO EVENT CAN CABLES BE AREAS WHERE MULTIPLE STRANDS %Q w GREATER THAN 5'-0 O.C. COME TOGETHER Area Calculator: Description 07/05/07 1.3:39:19 Door Area Total: 55.56 1/1 BUILDING PERMIT CITY OF COLLEGE STATION '- 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979) 764-317° FAX: (979) 764-3496 http://bpinspect.cstx.gov -------------------------------------'--------------------------------------- Application Number . . . . . 07-00002282 Date 8/17/07 Application pin number . . . 374824 Property Address . . . . . . 917 DOVE LANDING AVE Property ID: 230100-0309-0300 R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . DOVE CROSSING PH 3 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 110088 Owner Contractor ------------------------ ------------------------ CLASSIC CENTURY HOMES 5001 HWY 287 S ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID N/A FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 1668.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 SEWER TYPE PUBLIC TAZ 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 519900 Permit Fee . . . . 493.00 Plan Check Fee .00 Issue Date . . . . 8/17/07 Valuation . . . . 110088 Expiration Date . . 2/13/08 Qty Unit Charge Per Extension BASE FEE 460.00 11.00 3.0000 THOU BLDG, VAL 100001-500000 33.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Foundation and Bracing ----------------------------------------------------_.------ BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 1 PHONE: (979)764-3S70 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number 07-00002282 Application pin number 374824 Page 2 Date 8/17/07 Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) 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 Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) For Openings >6 sq. ft. (12" side & 20" front) ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP 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 BUILDING DEPT REPRESENTATI APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3S70 ' FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002282 Application pin number . . . 374824 Page 3 Date 8/17/07 Special Notes and Comments PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO 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 150 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 BUILDING DEPT REPRESENT 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 4 Application Number . . . . . 07-00002282 Date 8/17/07 Application pin number . . . 374824 ---------------------------------------------------------------------------- Special Notes and Comments THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING RATIO UP TO 200-o 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 Paid Credited Due ---------------------------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: f �- 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 Application pin number Permit Fee Total 493.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1243.00 07-00002282 374824 493.00 .00 .00 .00 750.00 .00 1243.00 .00 Page 5 Date 8/17/07 .00 .00 .00 .00 ---------------------------------------------------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION .1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00002290 Date 8/17/07 Application pin number . . . 730210 Property Address . . . . . . 917 DOVE LANDING AVE Property ID: 230100-0309-0300 R #. Application type description TEMP POLE Subdivision Name . . . . . . DOVE CROSSING PH 3 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CLASSIC CENTURY HOMES 5001 HWY 287 S ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 519918 Permit Fee . . . . 20.00 Issue Date . . . . 8/17/07 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: APPLICANT: Jun 20 07 02:04p Cch - B/cs y iy byu :Z2s 5 p.z CrTy dP r"qux4s-TaILON ADDRESS/LOCATiON' APPLICATION FOR SUILDING. PERMIT DATE: �V Cc ►r 1101 TEXAS AVENUE COLLEGE STATION, TX 77S40 APPLICATIOU N (976) 764-3570 (979) 764-3496 FAX TEMP POLE a WWW.C3TX.G0V 9(7 01= LArQtm,3& Ve- LOT LOB �✓ SUBDIVISION 1 ++ o ! IQp�,� t wit '/sE�pH' 3 BUSINESS/OWNER NAME: CLA55 Ili l .FA Tuju dwes PkONE: CONTRACTOR/HOMEOWNER:O,L)k,-i5(C aILLJ t-1 mrf PONE: CONTACT PERSON FOR REVIEW COMMENTS:��^�� (,�� ��} Q� ^� 1��J kJVP[R)S PHONE: FAX:Q�=YCEMAIL: ELECTRICIAN: PLUMBER: HVAC: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY OEMOLMO,N (Asbestos Survey) NEW CON>STRUCT1014 • SLAB ONLY DUPLEX (Landscape Plans) REMODELIRENOVATION` SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK; PROPOSED USE: HOMEOWNERASSOCIATION/ARCHITEC7UAL OR DESIGN REVIEW COMMITTEE APPROVAL: ycs TEXASACCESS(BIUTY STANDARD (TAS) PROJECT REGISTRATION# EASPia O_ A VALUATION: $ 110, o-98 TOTAL AREA: 2I'73 HEATED AREA: CoCo� (C t of Labor aW Materials) LK PUBLIC SEWER �+ 3 Q SEPTIC/TREATMENT SYSTEM 1r " ` ✓' � � SEWER TAP: 5 WATER TAP: 3 �1 s¢e OTHER TAP: � ` S2E TEMP POLElp lop ` GARAGE TYPE: SINGLE Q ATTACHED NUMBER OF BEDROOMS: NUMBER OF SxrKROOMS: INTERIOR WALL TYPE: EX', ERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE F7 TRIPLE STACHED = CAP.POR _13— n. G U]nOJ-) 0- a IC K Zmebsrn a� SIGN ^.TORE OF APPLICANT; 'If proposed work involves new commemiai ( nstrueven ea facade impxro�remantslrrum Pan exisi5ng commerclal property, building elevatlons are required. oeoe4ceevee9eeeeeeaeeeeeaeoeeaese000aaeo+++eeeea++o+eaeeeebee Official Use Only FIP Plans Examiner ism ; wllf c trr Eit ti Autctt Oaf 11` Ffmc r n 5 Zoning Oft'lclal �C rnmanta: or NO Fire Marshall Jun 20 07 02:05p Cch - B/cs `.1/y MJU 00ZO Energy Code Compliance Information Yo Glazing of exterior walls Insulation IR value of exterior walls Insulation 1R 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 S EER Rating Protection Against Subterranean Termites Chemical Terrraiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) El Physical Barriers El Other *Verification of Appllcae8on shall he submitted Lo the City o8 College Stat an BuIding Department prior to issuance of the Ceram' Bate of Occupancy. 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# DATE: BUILDING ADDRESS: G%/ 7 LAn of , ,, Ave- 1. Foundation Requirements- Minimum City Foundation Standards 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 A/ 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 MLOK 1. One -hour rated extending to roof deck VUOK E. Header sizes indicated on plans NA/ F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing plan 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 s } 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 6WOK OYOK A. Stairway Details K 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" Max. difference 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements N A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: N 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 kF 5. Panel location PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi N 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 NAJOK 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 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 NMOK Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." 1-1 J&a,tv� ANS EXAMINER 9-5,6-7 DATE