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HomeMy WebLinkAboutRES2007-02195, 07-2196ove21ii10 el WF0950007 / 001 City of�College Station PAGE 1 REQ. DATE: 08/10/07 08/10/07 8:21:18 LOCATION: 2442 NEWARK CIR LOC ID: 200968 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: 08/10/07 SCHED COMPLETION: 08/10/07 ******************************************************************************** JOB ORDER RESULT CODG4ENrS PREPARED 2/26/08, 12:01:34 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 2/26/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 2442 NEWARK CIR SUBDIV: CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER GREENS PRAIRIE INVESTORS LTD PHONE PARCEL 184200-1503-0250 APPL NUMBER: 07-00002195 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 11/09/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 11/09/07 AP November 9, 2007 8:02:40 AM kwolfe. Strings On Setbacks O.K. Slab Ground Installed B120 01 11/20/07 OC BLDG, FRAMING -PARTIAL TIME: 17:00 11/20/07 AP November 20, 2007 8:54:48 AM acarter. apa inspections B115 01 12/20/07 RH BLDG, FRAMING TIME: 17:00 12/20/07 DP December 20, 2007 11:58:00 AM glsouth. December 20, 2007 4:40:31 PM kwolfe. fireblocking for fireplace joist hangers anchors & nuts support for valleys tape seals and holes B115 02 12/28/07 OC BLDG, FRAMING TIME: 17:00 12/28/07 AP December 28, 2007 9:04:36 AM kwolfe. B130 01 1/02/08 RH BLDG, INSULATION TIME: 17:00 1/02/08 AP January 2, 2008 8:55:51 AM acarter. B125 Ol 2f e 08 /�B� BLDG, FINAL TIME: 17:00 �/ February 26, 2008 9:33:05 AM acarter. -------------------------------------- COMMENTS AND NOTES-------------------------------------- Date: 2/26/2008 Inspection Comments for Final Permit Year: 7 'ermit Number: 219E Address: 2442 NEWARK CIR Type Inspection Type Code Description p. Status Inspection Result Comments B100 BLDG, FOUNDATION-SLi IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION-SLi IC Slab Ground Installed B115 BLDG, FRAMING IC December 20, 2007 4:40:31 PM kwolfe. 13115 BLDG, FRAMING IC fireblocking for fireplace 6115 BLDG, FRAMING IC joist hangers 13115 BLDG, FRAMING IC anchors & nuts B115 BLDG, FRAMING IC support for valleys B115 BLDG, FRAMING IC tape seals and holes E150 ELEC, FINAL IC 02/20/2008 10:47 AM RH PDA E150 ELEC, FINAL I IC llnstall proper clamp on electrical at furnace cabinet . Page 1 TEXAS SPCB TERMITE TREATMENT DISCLOSURE DOCUMENT ,CLASSIC CENTURY HOMES Location to be Treated: [2442 NEWARK CIR. Approximate Measures to be Treated: 2719 Percentage of Termticide(s) to be applied at this location: 0 0 ° 91 GAL. Type of Treatment Full Partial XX Vertical X Horizontal/Perimeter Beam XX 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. Charges for pre -treat: 1 $294.33� NOTES: Annual re-newal: i $130.061 Ca or Techincian SPC811cense # 11/8/2007 32129 PT Jul 17 07 09:23a A* % Toni Medina ngineering, LLC July 17, 2007 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 (972) 875-1398 p.l 401 S. CLAY STREET, ENNIS, TX 75119 The following post -tensioned foundation plans are herein authorized for construction at the address and legal description shown below. Lot Blk Subdivision Address 25 3 Castle Gate 2442 Newark Circle city County State 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.F. 1200 psf 36 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (BRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647. . PTF0707005 Since r ly ' E OF .•' tr _ . A. .............. a/ONA LOv 711712007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info Ca) Woundations.com 70.00' ------------------------ . 10' P.U.E r- - I I I I I � - - - - - - - - - - - - - I I I I I I I I r-a I � I I I I I W pQ I I GQ W I IW Q I IQ Icn ONE STORY SINGLE FAMIY I ' BRICK RESIDENCE I I PLAN # 2060 I I 52'-011 I I I I I L- - - _ I I I I I J - - - - - - - - - 1 ' CONC. O DRIVEWAY _ N 5' P.U.E0 70.00' 2442 NEWARK CIRCLE O O N fo) BL LOT 25, BLOCK 3 CASTLE GATE COLLEGE STATION, BRAZOS CO. TX FLATWORK 916 SQ/FT GRASS 220 YDS rV M N Co R N DOUBLE Y X 5' DL 1/1 MULLED ROWLOCK W/4'x2'ARTR TO SURROUND WINDOWS L-3 A /VL 1/1 MULLCU Y X I'6" AR TR o xr VnU PLAN # 2060 la sic Century Homes - ADDRESS 2442 NEWARK CIRCLE LOT 25 BLK 3 SUBDIVISION , CASTLE GATE Mklolu°"° —All"--"" 11 JOINS W V PROJECTION 0 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 52' 0" 14' 0" 11' 11 " 16' 0" 2'2" 9'1" 2'9" 3'0" 10'0" T0" 3'0"x5'0" 3'0"x5'0" .3c J0 �c 3' O xx 6' 0" 3' 0" x 6' o, MSTR SUITE _________::::_eao=:____ o t6 0 8' - 9' CLG PORCH 8' CLG DINING 9" 10' 4" 2' 4" 3' 7 1/2" 3' 7 1/ " 2' 4" 00 MT 8'CLG3'0"xb'0" 3' 0"x6'0"3'0"x6'0"00 W III —' `V 7' 9" 2' 4" 3' 8" FAMILY ^ - ~ 1 KITCHEN o 0 10' CLG -ono v j - i•i _ n ^. BDRM 2 I 2' 8" '. 19' 4" 3' 6" " EF - 8' CLG FF'. oo - I\- % I I OD, z' 0" A �A �6 �o � a 0 2" 2' 5" ARAGE U� io C - I ACCESS i saxunnlc lc i j 8' CLG V 11' 4" 6' 3' 6" 6' 6" 8' 11 " —eLnNT sii @ s 6^ Footage Living 2060 Garage 454 M — 2-0- Porch 205 z, 0" , s„ ENTRY Total 2719 - 10' cQG COPYRIGHT 1997 N 79" 2' 4" 3' 8" 3' 5' 6" 2' 4" AV FRED BURRIS 1. BDRM 3 3'0" ;-----------------------------------------------; fV 8' - 10 CLG W/3' AR R ABOV 13 9t --------510„ j 21' 4" x 5'03'0" x 5'0"POR q"3�1 010 F3'0" 16'0" /6'ARTR - co Eo5'8" 3'0" 4'6" "IT 2" -------- ---- 24' 6„ 7' 4" 20' 2" 52' 0" PLAN # 2060 lassie SEE ELEVATIONS FOR ADDRESS 2442 NEWARK CIRCLE WINDOWS SIZE AND LOCATION Century LOT 25 Homes BILK 3 SUBDIVISION CASTLE GATE Nakb,I/..,o ,,." NOTE: 1) Foundation anchor bolts at 6'0" o.c. as per 2000 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) 2000 IRC code. LEFT ELEVATION ROOF AS SELECTED @ 8:12 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners to be hot dipped galv. steel, stainless steel, silicon bronze or coper 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) Masonary 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. REAR ELEVATION 60 lassic Century Homes 42 NEWARK CIRCLE 6TLE GATE ELECTRICAL SYMBOL ceiling fan spotlights 1 coach light double flood light qp fluorescent fixture pot light o uptight Q vanity bar light fan light outlet outlet 220v ®p outlet gfi d- smoke detector e switch g switch 3 way g, switch 4 way g, PLAN# 2060 ELECTRICAL PLAN lassic ADDRESS LOT Century BLK Homes ALL EXTERIOR LIGHTS RAN TO TIMER GARAGE NOTE: 1) Lighting on stair to conect from switch @ top to light mounted on wall @ middle of stairs to switch @ bottom of stairs per see 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. In•sHEAT.M AR 9ARRDIR 1,. sTuos § la•... RH aATT11II1RAlhp! -ROTTONKALE BATS dSULAT WN FLR N' OF RUUR WTnrNER TRalruulRmro _ TyIX.LIx.aMp(Ex1 IMNALL .'FALERRIR MEraBRICXTIES I' AIRSPACE in'aHEATIENG AIR GARRER 1NSATI IN ULAT RO aATT Rb111AlRIN 1n•SIIEEl110IX PETAL B0.RXTIES 1'AASIACE In• s1IRATxmc AIR 9ARAmt RU T MI RH sHI INSUTATON In• sHTErRaTc - BUTTON MATE TaEATFD SHINGLES IR' PLYWOOD SHEATHING c/W '14" CLIPS MIN. 2'xb' RAFTERS a 24' o— BATT INSULATION CONTINUOUS AIR VENT BAFFLES -24' O.C. END AT RIDGE TO BE INSTALLED 50 THAT AIR FLOW 15 NOT RESTRICTED DECKING WOOD FASCIA MILLLFLWRSYSTFAI: w•racauerwoR Huss uAcuc Mar TwLRaa£v ro INTLID�BY FNaa<Ed LuOApR muHO PlNlvl OF HDOR IOHT A7wROY)w EYFRY ]RDBRI(R AI aO --�j F�LlJe SF@ffdFS cmrmalous AIR vExr aAETrEs R u• oc EMIS AT RI piE � TO eE INSTALLED 50 TXAT An wR•nrror aLTnls'IEa RnN.lssuFTEu@u•oc I/Y PLYR'UW SHFATXaiG H (1Jr5 iAYM � $Drm W EQUALLYSPAcmvDm; @6O.c MErAl OIIR TIEi AIR EATKM ACE AIR 9ARRm RU BARIRSUTATION I'!SHEETRoa ;I '.: '4 ,uy EtAa DIMENSNAb THRZNEttES. • �4 aRruuvRCEMeNrroeE ULTERwHlnnr RI ', a ENGINEFa TOP VIEW I • _ SOFFIT MATERIAL -- TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIR SPACE in SHEATHING 2'x4' STUDS a IS' O.C. BATT INSULATION CITY OF LOCKHART 112' SMEETROCK TYPICAL ROOF OVERHANG DETAIL TYPICAL WALL DETAILS SIDE VIEW NOTE: 1) Foundation anchor bolts at 60" o.c. as per 20001RC sec. R403.1.6 2) All hearing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R3011(4) 2003 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners to be hot dipped galv. steel, stainless steel, silicon bronze or toper only as per sec. R323.3 4) Provide hand tails on all stairs/steps with a minimum of 2 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sm. R314.2) 5) Masonry veneer anchorage of 24" horizontal and 1 g' vertical as NOT per sec. R703.7.4.1 and weep holes ate maximum of 33' o.c. as per HANDRAIL 11N• MIN. sec. R703.7.6. To. SB• MAX SW.. .......-- ------------------------------ m N_ p X IN. TREAD STAIR DETAIL IRC 2003 21411 10' 0" MIN. CHIMNEY CAP Z 2X4 BAND 2X4 FRAMING MEMBER W I � I I Q,I OSB I I I � I I I SIDING rarT I FAY I I I 1 I II o I I �o • Cg,� Century Homes Making Hama Ownership Affordable Area Calculator: Assembly Type MMIZIMMOMM Description MM ©� , .� � -: - .. off■ . , ■ :�� .��© �. � 242 Newge< c- Window Area Total: 276.67 07/03/07 15:26:53 1 /1 Area Calculator: Assembly Type Comments/ Description Door Area Total: 55.56 07/03/07 15:26.54 1 /1 3" GRID PATTERN 8d COMMON NAILS TO HEADER s 3 BOTTOM PLATE _ TYPICAL 5/8" ANCHOR BOLT EMBEDDED 7" MIN. TYPICAL w G FRONTMEW SIMPSON LSTA21 OR CS20 (ATTACH TO FRAMING.ON OPPOSITE SIDES OF, SHEATHING) TYPICAL [3OTH SIDES '16" MIN.' OF OPENING. '16" MIN.' y, : : ,. e • e e �. a. a. HEAL (BE R CLEAR SPA14 16' W E N 6' TO 1 ) P C • • o e. ' : e a x�'O e 2- SIMPSON HTT16 EACH SIDE - TYPICAL -STORY- 16" MIN. TOP PLATE TO HEADER - 2 ROWS OF 16d SINKERS, 3"O.C. 3" O.C. NAILING IN ALL FRAMING -STUDS,. BLOCKS, TOP PLATE, AND BEHIND THE STHD10 HOLDDOWN �l �l , I LOLOLOdM9 FRONT ELEVATION RIGHT ELEVATION i .J' \ .' I I �•ii� �I per• �av•-� pwdi\w i. lid i i \ESN'' 10, �i7 Ali ���:���14� �.:���������:v���� �A�:I•�� '��. ��\�,o. '�.A\�,\� Typ- •' I REAR ELEVATION u LEFT ELEVATION REAR FRONT Mist A CWL a: t �6•• :�: s �LUo ,•••..,; ; •.•• r N W cn J W W2 co w r O J 0 CL>-01,0-cO OQUO NUm� J = O FAN - 0 O [fl Q W Z Z U=Z�Zm m Z"' z W Cl)Lo Qcc: U U� M cm a. Lo F 0 N � o MTV W w J O U O r = T 0 J 1m ; J w E $ > d c fA� m Z S ® C n _�aa�`` W v W J C'3 C3~"a Q W / APPLICABLE, - • > 0 `CHAIR FD CUSHION SAND, TYP: . TOP OF TOP OF I POST -TENSION STRANDS GRADE GRADE •�; �- WHEN INDICATED ON PLAN, TYPICAL- . DRAPE BEAM STRAND _ WHEN INDICATED ON PLAN, TYPICAL 0 M 43 SUPPORT STAKE DETAIL "A" APPLICABLE �tfItu nfu� n � tea° ro TOP OF WHEN VDS 'UCABLE WD E i YE DETAIL "B" BRICKLEDGE WHEN APPLICABLE CUSHION SAND. TYP. �. POST -TENSION STRANDS to 99 < O LL r WHEN INDICATED � 5 NII; ON PLAN, TYPICAL a O 2- #5 BARS ❑ O DRAPE BEAM STRAND WHEN INDICATED ON PLAN, TYPICAL VAPOR #3 SUPPORT STAKES BRICKLEDGE WHEN APPLICABLE IDS UCABLE IS AND _E STAKE DETAIL "B1" CHAIR m 5i CHAIR ,-- SLAB STRANDS WHERE APPLICABLE TOP OF SLAB STRANDS GRADE WHERE APPLICABLE DRAPE BEAM STRAND 2- #5 BARS 3 WHEN INDICATED ON PLAN, TYPICAL DRAPE BEAM STRAND TOP OF WHEN INDICATED O GRADE M ON PLAN, TYPICAL DETAIL "C" DETAIL "Cl `CHAIR � CUSHION SAND, TN POST TENSION STRANDS WHEN INDICATED ON PLAN, TYPICAL- -STIRRUPS WHEN SPECIFIED 3• #4 BARS TOP & BOTTOM. DETAIL I'D" SLAB STRANDS WHERE APPLICABLE STIRRUPS WHEN SPECIFIED 3• #4 BARS TOP & BOTTOM. DETAIL "H" RETARDER TYPICAL - SLAB STRAND WHERE APPLICABLE CHAT #4 BARS Q 12. O.C. SEE PLAN FOR EACH WAY 'F.P. DIMENSIONS DETAIL "E" 1- #p4 BACKUP BAR W v �0 —CHAIR e• SLAB STRANDS WHERE APPLICABLE #4 BARS @ 12' O.C.E.W. DRAPE BEAM STRAND WHEN INDICATED M V% ON PLAN, TYPICAL VL DETAIL "G" BRICKLEDGE WHEN . r APPLICABLE�A ion CUSHION SAND, TYP. TOP OF •'.••I POST -TENSION STRANDS GRADE ,' -� WHEN INDICATED ON PLAN, TYPICAL. DRAPE BEAM STRAND WHEN INDICATED ON PLAN, TYPICAL O UNDISTURBED SOIL GRADE 2- #4 BARS VERTICALLY SPACED Q 12' O.C. AS N REOUIRED PER BEAM M DEPTH NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) #4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE 1 SUPPORTS 9 41r FOUNDATION FOOT PRINT AREA TO INSURE / THAT SETTLEMENT DOES NOT OCCUR, THE O.C. /1 BOTTOM OF THE PERIMETER BEAM MUST PENETRATE UNDISTURBED SOIL A MIN OF 12'� STANDARD DEEPEN _EDGE WHEN :ABLE 1 r -1• #4 BACK UP BAR CHAIR SLAB STRANDS ... WHERE APPLICABLE G1 t #4 BARS Qa 17 O.C.E.W. DRAPE BEAM STRAND WHEN INDICATED M ON PLAN, TYPICAL "F" qEd NOTE: DETAIL CAN BE DETAIL "F„ SUBSTITUTED FOR DETAIL "F1". BRICKLEDGE WHEN APPLICABLE ) 1- #4 BACK UP BAR " WHERE APPLICABLE #4 BARS Qo 1Y O.C.E.W. N DRAPE BEAM STRAND WHEN INDICATED O 1J{{ M ON PLAN, TYPICAL fLEYr DETAIL ".M" RTANnARn WHEN APPLICABLE 1- #4 BACKUP BAR #4 BARS p IT O.C.E.W. SLAB STRAND CHAIR SLAB STRAND 3'-0' MAX •W L BEAM STRAND AS SPECIFIED —1- 04 FOR L - 14. OR LESS 2-#4 FOR L-15'TO 25' 3• #4 FOR L - 26' TO 36' DETAIL "F1" 'S' STRAND AS SHOWN ON PLAN "BS'STRAND AS 2 x D TYPICAL SHOWN ON PLAN WHEN (2)'BS' STRANDS ARE, #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, TO MAINTAIN A 3' TIE'BS' STRANDS TOGETHER CLEARANCE FROM THE AND INSTALL SIDE BY SIDE BOTTOM OF THE BEAM AS A SINGLE'BS' STRAND. 54' MAX. SPACING INSTALL ANCHORS SIDE BY SIDE SEE'2-BS' DETAIL BEAM STRAND "BS" DETAIL ,I. # 3 REBAR WITH 2-(r LB3ENT@l45*TYP.(P ALL CORNERS "2-13S" DETAIL 6 �'S' STRAND ANCHOR gm 'BS' STRAND ANCHOR -SLAB STRANDS FORM BOARD CHAIR A. U / TIE WIRE CHAIR LESS THAN 54' CHAIR LAYOUT SHEATHING CUT BACK BEHIND ANCHOR (CARE SHOULD BETAKEN TO ENSURE SHEATHING DOES NOT PROTRUDE INTO THE ANCHOR) WOOD FORM BEAM EXCAVATION TENDON INSTALLATION AT STRESSING -END POCKET FORMER 16' (12' MIN.) \ ,l CUT PLASTIC BEAM HERE EXCAVATION WOOD FORM COMPLETED STRESSING -END INSTALLATION FIXED -END PLASTIC 8 ANCHOR RSHEATHING 10' - 12' STRIP SHEATHING 20d NAIL (MIN.) FIXED -END (DEAD-END) FORM LINSTALLATION FORM TOP VIEW STANDARD DETAILS 500LoLoAld NOTES: 4g* �h 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, O� .••; •.•`�{/ z - z ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A ��,?.•f S 0• ��iLE o 2 SPACES MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL N J z o 6 SPACES @ 3'-11"t @ 3'-11 "± FOUNDATION SITE CONTAINS FILL (MAX. 3'-0"), THE DEEP �m t fitW a U)BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. O' ' g ' za u; ;� 1 0/ Q a O A D O FOR SITES WHERE FILL IS GREATER THAN V-0", PLEASE • Io 00 OD co m O O CO O CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIE •. 4', '� w - U) Io Lo U) m Lo U) IA INTO THE DESIGN. +� •�' • .. a co w w ?p m (� Gn (n N (n Cn Cn m Vi 2. 3000 PSI, CONCRETE SLAB. _h * w S26 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS BS27TT- -i r - - - - - -1 r- - RECOMMENDED. cn 1 F 4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER Q �1 S26 I I n I f o Lo co BENEATH SLAB AREA. 0 co /q 5. ALL STRANDS 1/2 DIA. 270 K N� I I I 11 m U) 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID - W S51 L - - - - - - - - J L - - _ _ _ _ _ _ J UNLESS ACCOMPANIED BY A LETTER FROM AGTM BS52 r _ -I r 3- #4 BARS , , r - - - - - r - - - - - ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q 1 I I I LOT &BLOCK, OR ADDRESS. Q I I I co (5 Z I 1 1 6'-8" TYP. 11 I I I I 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z= r 9 W Z) CL III IiI I 1 I I I I I 1I C ODISCRETION. D cc I I ° O U�8. PANS ARE FOR STRAND AND BE . rn O chE p NVY FORMS,SET , , ., UI I I I I I I I I I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY 00 00 pp Q S54 L I I r I I 1 1 OWNER/GENERAL CONTRACTOR. Z Z Q Q ______J L_ ___J L___--_J L____ ____J L__-_____J 13. AT CONTRACTORS OPTION, IJVEEND AND DEAD END W f- Z Zcn�um 2-BS55---------- r--_ _--, ---- --1 r - - - - ----� r-------- REVERSAL IS PERMITTED. O U = Z m Z "'NZ I I I 1 1 I I I 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE (%� r J LL J qt' O S54 I I r- I I I I INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. Z —0 Iz F- m a Q I I I I I DROP I I I! I A Q d I I I bQ I I I I I I w� Q N cj 1 I I rn I I I I I I I 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE Z pW S54 I „ I I I I I I I I 1 AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF 10-9 I 10-4 10-4 I 10-3 I 10-4 THE FOUNDATION AND SLOPE AWAY FROM THE V U J ___----- L___-_____ L_____--_J FOUNDATIONAMINIMUMOF3"IN5'0". 0 BS55 L-------- L-- ------ L O +I S54--------, r---------., r--------� r----------------- U i I I 1 1 I I I I I 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS Q_ m A I I 1 1 I I I I I ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 0 DROP I ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED I II II i II II II II I II 11 0 TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING t-u 13. THE FOLLOWING SYMBOL INDICATES DROP IN -S54 I I 0) CABLE STRESSING. x p O B I I I I I I I I I I FOUNDATION. THE AMOUNT OF DROP AND EXACT a O a S54-_______J L-_ ____ _J L_____--_- L___-____-J L_____-__ LOCATION IS TO BE DETERMINED BY PLAN OR AS ° O BS55 r---------- r-- ---- --I r--------------------I r - - - - - - - - - - DIRECTED BY OWNER/CONTRACTOR. LL I II II II II I I FI II II II I d S54 II II II a II I I I cQ I I I I of I 11 rn II II N II Q 1 1 1 I I I I1 F I I I FOUNDATION: IN o S54 1 1 1 1 DROP I I I I I I I 11 I I I I 1 1. THICKNESS T= 4" ___ ___ m 2-BS55 L ——__—__J L_ _ _-----_J L_-- _ —_J L_------ _J L________J 2. BEAM WIDTH W= 10" 0 r----------I r-- - --� --� r- --� r---- --i r----------I S54 I I I I B1 I I I I 3. BEAM DEPTH D= 28" it I I I I I I I I I 4. AREA = 2758 SQ. FT. co z I I I = I I I I d I I I I I 5. EST. CONCRETE = 93 YRDS. z w o Q S54 II II II w II II I II II II o II I a I I I I I I I I I I I I o `�' O CC I II II II II I U S54 L _ _ _J L _ _ _ _ J L_ J L-_-__J __ ___ _J L _ _ __J •' LL! E BS55 r r r N O STEEL REQUIRED. SEE DETAILS AI� 0- TL �n U) I) ILC A I� In °� Q E M — — Un U) m v) cn s (D Z I #4 BARS r. 00 DIAGONAL; W �' W CAUTION: IN THE EVENTTHATACABLE c W c @ 12"O, C, r D 79'-10 1 /16" PASSES THROUGH A PLUMBING OPENING, r ON: VIBRATE ALL CABLE LIVEMOVE CABLE TO EDGE OF OPENING. D ENDS TO ENSURE MAX. 'R w ILL 5 SPACES @ 4'-0"± 6" CABLE SPACING CAN BE ADJUSTED, BUT IN CONCRETE, ESPECIALLY RNO EVENT CAN CABLE SPACING BE HERE MULTIPLESTRANDS QGREATER THAN 6-0' O.C. GETHER Q w BUILDING PERMIT CI�Y OF COLLEGE STATION 1101' TEXPQ..-AV--HNUE<; COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 htt;p.://bpinspect.cstx.gov Application Number 07-00002195 Date 8/07/07 Application pin number 303970 Property Address 2442 NEWARK CIR Property ID: 184200-1503-0250 R #: R300585 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE SEC 5 PH 1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 135960 Owner Contractor ------------------------ ------------------------ GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 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 NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 2060.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 517482 Permit Fee . . . . 568.00 Plan Check Fee .00 Issue Date . . . . 8/07/07 Valuation . . . . 135960 Expiration Date 2/03/08 Qty Unit Charge Per Extension BASE FEE 460.00 36.00 3.0000 THOU BLDG, VAL 100001-500000 108.00 ---------------------------------------------------------------------------- Special Notes and Comments -Make sure to have proper Bathroom G I plac ent • ------------------------------------------ - -------------------- BUILDING DEPT REPRESENTATIVe: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00002195 Application pin number . . . 303970 Page 2 Date 8/07/07 Special Notes and Comments -Engineered Slab and Bracing. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 30") 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 ----------------------------------------- ----IV-- •-------------- BUILDING DEPT REPRESENTATIVE: jtj 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 3 Application Number . . . . . 07-00002195 Date 8/07/07 Application pin number . . . 303970 ---------------------------------------------------------------------------- Special Notes and Comments OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES 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. --- -al' ------------------ BUILDING DEPT REPRESYNTATIVE: 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 07-00002195 Date 8/07/07 Application pin number 303970 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE SANITARY FACILITIES 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 PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTO OR LOWER SHALL BE MET. ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAf 4" 350.00 ---------------------------------WATER T 3/4"400.00 BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number 07-00002195 Date 8/07/07 Application pin number . . . 303970 ---------------------------------------------------------------------------- Fee summary Charged --------------------------- Paid ---------- Credited ---------- Due ---------- Permit Fee Total 568.00 568.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1318.00 1318.00 .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 07-00002196 Date 8/07/07 Application pin number . . . 439416 Property Address . . . . . . 2442 NEWARK CIR Property ID: 184200-1503-0250 R #: R300585 Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE SEC 5 PH 1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 ARLINTON TEXAS ARLINGTON TX 76017 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 517490 Permit Fee . . . . 20.00 Issue Date . . . . 8/07/07 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 j6l� BUILDING DEPT REPRESENTATIVE: APPLICANT: 979 690 3823 p.2 Mee um APPLICATION FOR BUILDING Pr=Rff #IT ATE: 1101 TEXAS AVENUE COLLEGE STATION, TX 77G40 APPEICAiION 0 crnopcu�s Pv! iSib!!Oi�(oi»4n�itFic z (979) 764-3s7o (979) 764`-3496 FA3i WWW.CSTX.GOV TEMP POLE s i ADDRESS/LOCATION: r C` / W �1 ✓ LOT -25✓I3Loac _ UBWISION111111 SEC/PH' BUSINESS/OWNER NAME: _ l�155 (C, �A PHON 1J CONTRACTOR/HOMEOWNER:I "LA55lC�►� tL�llr( PONE: CONTACT PERSON FOR REVIEW COMMENTS: n RI PHONE: FAX: �0 -3g EMAIL: ELECTRICIAN: PLUMBER; HVA C: GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION ADDITION MOVING RE -ROOF DEMOLITION (Asbestos Survey) NEW CONSTRUCTION • SHELL ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION` SLAB ONLY SWIMMING FOOL TENT/CANOPY DESCRIPTION OF WORK: _ / l apASI&. iTi f L--. PROPOSED USE: ERAS A NERASS0C1 STAN/ARCHITEC7UAL OR DESIGN REVIEW COMMITTEE APPROVAL y — TEXASACCESSIBILITY STANDARD (T ) PROJECT REVIEW EASpRj! S VALUATION: $ � I f f n TpTAL AREA r7 (Cost of La or arm Materials) HEATED AREA O60 PUBLIC SEWER Q SEPTICTREA7MENTSYSTEM (( SEWER TAP: WATER TAP: 3 5 Sm Q OTHER TAP: TEMP POLE GARAGE TYPE: SIZE SINGLE a ATTACHED NUMBER OF BEDROOF.4S: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: . DOUBLE TRIPLE ETACHED CARPORT SIGNA'rUkF- OF APPLICANT: 'if proposed work involves new Commercial ttslruCtion facade imRrovemenEs/r lions loan existing commercial property, building elevations are aired. e000.IeeoeeeeEeeeeeeeo-eevoemosam®aeaoaa<aeeooedoo®oeeeae O blcfal Use Only /P Plans Examiner Zoning Official Fire Marshall 048 enta: �A Sr 1�^eP.t°/ ►�a iw, &0<4 i f 1 Cvz--' 4ccez ES r NO uun zu ut ue:uap Uch - 6/cs 979 690 3823 p.3 EnerV CO de C'ompdialace rn ormadart Yo Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling I (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork A/C SEER Rating . Protection Against Subterranean Termites Chemical Termiticide Treatment (Soil Treatment) Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical barriers ❑ Other *Vegfficstion of Application shall be subadfted to the City of College Station Building Department prior to Issuance of the Cerdffcate of Occupancy. f 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:/7 / BUILDING ADDRESS: d2 qg e,,VJ cH2, K- Cift v I `Q I. Foundation Requirements- Minimum City Foundation Standards NAObW 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 O II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/ A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex OK 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans N 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 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 e'. R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. III. Stairway Requirements OK OK A. Stairway Details OK 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 stairwa 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 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 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) Vill. 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 N Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 N Does not block any water course or divert any flow Elevation certificate needed &VOK "APPROVED PLANS PER IRC SECTION R106.3.1." 1 L NS EXAMINER %- Z&-O-? DATE