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HomeMy WebLinkAboutRES2007-01514 2427 NEWARK CIR BUIDING PERMITWF0908493 / 001 City of College Station PAGE 1 REQ. DATE: 05/24/07 05/24/07 16:50:01 LOCATION: 2427 NEWARK CIR LOC ID: 201000 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: 05/24/07 SCHED COMPLETION: 05/24/07 ******************************************************************************** JOB ORDER RESULT COMMENTS JUN-14-2007 THU 04:44 PM P.001 S U R V E Y P L A T ,TFiis is to certify that I have, this te, made an on the ground survey of the property ocated on 2427 Newark Circle 'n a ,,;ado COLLEGE STATION. BRAZOS COUNTY, Texas, ftsqri!7! as follows: Lot 12, Block 2. of CASTLE SUBDIVISION, SECTION 5. an Addition to the City of ; COLLEGE STATION—. ounty, Texas, according to the Map or Plot thereof recorded in VOLUME 57�9, PAGES 15-116, of the Deed Records of BRAZOS County, Texas. va. srn. rc. tts-Its 9 0 \ �0j. 2 Ls 41.1' \ �, %ham \ l'�11? Lr f� '(O b�, J NOTES: 2. Basis of Bearing — Subject Plot 3. C.M. - CONTROLLING MONUMENT �E OF % -- DMICATES FLOW 13F STORM WATER .tr.0 ST�R.'r9 --N WOOD FENC[ IKilliam,P.� Price �rQ..Es5�o�0 SURD nmo conw n 1r �Iw�iW 4 1b. IILOD 1f1A1M1aE IYQE YN! 1w 9Y>!� Cr•Y• Tip,, 11• wi}d r Ear N,t tt rMi, 4rY nwd 1Ywr 01-Q�1M/ bw,.Y�r /w•1 Ih UO . a W/1W bl i Ipapri 1, b� L aw (1W yew flrQ, Mlp wY lb Mp1 hl� Y a *„p, r,wd rr ppwrrY p/ 11w Pr r MbeiiW IV M w 10 Fp,p,d w1�ot b A d r � npp,rp•r• r/ ,pr,Irrp rre M wawa 11w yew wti *fir wa P"W V dog M111 y II• pr. w 4w � d 0'M d �w .w s. s..wrr. of w nw•r a* b6A etimii F " s* Iw aprp■ lnieplp{ 1�n w rb .. Mlwp M rtr Md. . MwoprJ.rr� ppwr1L Or mono r M.w -�� . 6iedd r w ., %William P. Price ►w1.6"d MW 4&L apw im Mat BUENA I MJKAA GRUUP SU RVNT6 • CONSULTDIc • a 400 SOUTH INDUSTRIAL BOULEVARD SUITE 22a (a17) 354-1445 KT 5 sauE +• - NGEUILESS. TEXAS 76040 (617) 354-1451 (F) DR+IWII �Ih yy glneering, LLC 401 S. CLAY May 14, 2007 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 TX 75119 t The following post -tensioned foundation plans are herein authorized for construction at the address and legal ' description shown below. Lot Bilk Subdivision Address C County State ' 12 2 Castle Gate 2427 Newark Circle 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 Allowable Bearing Pressure P.I. Brazos County USDA Soils Survey 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. _ I PTF0507024 511412007 A.G. (Tony) Medina Registered Professional Engineer I PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 - E-MAIL: info@txfoundations.com 70.00' 10' P.U.E ---------------------- r- --------- - - - - -- GV I I I I � I � � I I I I I a I I I I I la wl ,w IQ o Qi I N I ONE STORY SINGLE FAMILY I BRICK RESIDENCE , PLAN # 2060 , I I I I I I I I I I I I IL I I I � 18' CONC. c DRIVEWAY 0 -------5'P.U.E N 70.00' 2427 NEWARK CIRCLE LOT 12, BLOCK 2 CASTLE GATE COLLEGE STATION, BRAZOS CO. TX I PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED .................... .............. ... 60 7=== - MM3n. W ra 60 BRICK QUOINS 8'x TOVED 8'x T OVED CEDAR 3' X 1-6" AR TR 2-3'X T DL 1/1 MULLED YX YDL 1/1 MULLED DOUBLE W V PROJECTION W/ 4'x TAR TR ROWLOCK TO SURROUND WINDOWS PLAN 2060 �Iasslc ADDRESS 2427 NEWARK CIRCLE Century Homes LOT - 12 BLK 2 SUBDIVISION CASTLE GATE F _±-,H- NOTE: 1) SHADED WALLS TO 2" x 6" FOR PLUMBING 2) ALL HEADER HEIGHTS TO BE 6'l 0" UNLESS OTHERWISE NOTED 3) PROVIDE TEMPERED GLASS WHERE NEEDED 52' 0" 16-0" 14-0" lof V, 3' 0" L 10,0" 3' 0" 2'9" � (ftf9' V (1'2' 2", 1 3' 0" x 5' 0" 3' 0" x 51 01. ----------------------- 32" 3-8" 3-2" 1 ------------------------------ -- ------- 3'0" x 6'0"3'0" x 60" --- 2' 0„ ------- MSTR SUITE PORCH 8'- 9'CLG A 8' CLG DINING 10'4" 3' 9 2'4", T7 1/2" L3'71/2"L2'4" L 5" 2' 5" 4'2" 8' CLG 3'0"x6'0"3'0"x6`0" 3'0'x6'0" PRE N - 2-0- 2 LINEN ;n a® LU 00 M1 i-4 o KITCHEN FAMILY z 6 2' 4" 79" rn 00 F,, GLASS PANEL 10' CLG POCKET DOOR I 00 1 BDRM 2 2, 8„RE 3, 6„ 19'4" U 8' CLG D 80 CD fn CID 2' 8" GARAGE q 2'8 �CESI UX22ATTIC v ?"10'3" 2" 3'6" 10 e 6' 2" 11'4" —PLANT §H@ Footage Living 2060 00 00 00 Garage 454 Porch 257 2' 0" Total 2771 ENTRY 2' '2' 0" 10'CLG COPYRIGHT 1997 �2' FRED BURRIS 6' 2;, 2' 4" 5-6-1 3 6" 3' 8" 4" 7' 9" ----------------------------------------------- 3'0" BDRM 4 BDRM 3 9' CLG ;n 8' CLG 21'4" = 5'0" 11,111, 13'9" 16-0" 00 101811 9'6" PORCH .0 20'2" 52-0" 18' 8" PLAN # 2060 lasac Century Homes ADDRESS 2427 NEWARK CIRCLE LOT 12 BLK 2 SUBDIVISION CASTLE GATE 13'2" SEE ELEVATIONS FOR IWINDOWS SIZE AND LOCATION © INSULATE WALLS NOTE: 1) Foundation anchor bolts at 3) All lower sole plate to be 4) Provide hand rails on all stairs/steps 6'0" o.c. as per 2000 IRC Pressure treated as per with a minimum of 2 risers as per sec. R403.1.6 sec. R323. All fasteners sec. R315. (min. stair tread 10": 2) All framing and structural to be hot dipped galv. steel, max. riser 7 3/4" sec. R314.2) design to meet 90 m.p.h. stainless steel, silicon bronze 5) Masonry veneer anchorage of wind criteria as per sec. or coper only as per sec. R323.3 24" horizontal and 18" vertical as R301.2.1 and table R301.2(4) per sec. R703.7.4.1 and weep holes 2000 IRC code. at a maximum of 33" o.c. as per sec. R703.7.6. 8' 1 1/4" PL 8:12 RIGHT ELEVATION ,z 8� Iz ROOF AS SELECTED @ 8:12 ELEVATION REAR ELEVATION 8:12 a, R. N N �. 00 � -- 00 60 8:12 8:12 �j GABLE ROOF PLAN PLAN # 2060 ADDRESS 2427 NEWARK CIRCLE LOT 12 BLK 2 SUBDIVISION CASTLE GATE Century Homes 0 60 8' 1 1/4" PL ELECTRICAL SYMBOL ceiling fan spotlights l coach light double flood light qp fluorescent fixture pot light o uplight Q vanity bar light fan Y light outlet 0 outlet 220v outlet gfi smoke detector e switch s switch 3 way switch 4 way L ALL EXTERIOR LIGHTS RAN TO TIMER GARAGE -CONMf 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. TTIKAL 1xI Smn14 EATMM M ALL 310N0LES In•$xEArxING I—ATRI E. VFMINSr YII.00 AIAaijbi. iY1TsG RWASTSTFAI EnDi ATAITIGE R YEINSIAUEO SOTNAT hI STU05Y 1{'.� TamsS G AIR ROv. IS HOTAEAIRICIFD Ari LLTTt. ao TNHI TAmS YACMG AND TxICxNESs In•evrsrm aoARn maeDETEAtmlmavENCD2EEx Alm n{AArTExsg N•oc _ -EANMCEiUNGHNISN 2x160MIM rl ATL 1? rLvwooO sxurxlNc R CIlrS aArr LVSIx ATIUN NR:1' UL iLwA wrATxEx TltanamAlNc T—AI 2A4 AAIO. EMl- WALI 1' FACf LLx{. 2 2A1 TW !LATE$ tA5(TA IETAL aRN%TIES NAYArE ^n MsT""o IA■LL I aARAIUI.A,FS TO UNOEbIDE Ia. STIAS K 1{'.• Dr —ARST $OBIT WI EWALLrsrAtFD vFNTS Iri LLTT INSULATRYI AWE� VEM EVra 3011kla p.Dc ? SNEETI — aMIOMI uLTAL aAln, T¢ utTu aaxa TIES 1' AR srA(E In'SHE,TI@IG 1'AQ YA(E resl¢ATlmc U, UAArEa ArtaAAAoa AI]LLTT NWLATNxI nri 4T�T IASn1AA11DN Irrsmrraonc F-sNF}TlOC1I -11-011 I-TEr TEO ;I � . '4 ALL SL,a WAIEHSNM$TMCKNFSCES. `1 .I � aAFINILACGI! rTUYk U[IkIIFUNFD YT , ENDINEFA TYPICAL ROOF y4f; In" SHINGLES ."s•. yA PLYWOOD SHEATHING crm "H" cul=a MIN, 2"Xb° CONTINUOUS RAFTERS . 24" o.c. BATT INSULATION AIR VENT BAFFLES .24. o.C. ROOF PI' g(OVRI.-IAN END AT RIDGE TO BE INSTALLED SO THAT AIR FLOW IS NOT 1 RESTRICTED DECKING AX WOOD FASCIA SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIR SPACE In. SHEATHING 7'x4' STUDS . Ib' c.c. BATT INSULATION CITY OF LOCKHART In' SHEETROCK TYPICAL ROOF OVERHANG DETAIL NOTE: 1) Foundation anchor bola at 60" 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 scc. 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, stemless steel, silicon bm= or toper only as per sec. R323 3 4) Provide hand tads on all Yarrs/steps with a mmtmlm, of 2 risers as per sec. R315. (min stair tread 10 max. riser 7 314" sec 1314.2) 5) Masonry veneer anchorage of 24" horizontal and 18' vertical as lcal sNOT RE S Mtper sec. R703.7A 1 and weep holes at a maximum of 33" ox as per !`[AM RAIL I IN' MIN sec R703.76. ....... To.:m.. x.rn. ------------------------------ ------ w rn O iC IN.TREAD �1 J ' x . 4 ALLSLAY DIAIENSIVNS iHICxNL4E5, fAtlxtTMRALLMI TU Yk 11kTkAIYNkUAI 7 a .1 4 EN01NEEl �C+ ,G V TOP VIEW CHIMNEY CAP LUE CHIMNEY 2X4 BAND - - - - , _ CAP 2X4 BAND 2X4 FRAM G MEMBER - 2� 4�E - 2X4 FRAM MEMBER SIDE VIEW OSB SIDING - TYPICAL WALL DETAILS 18" FLOOR SYSTEM (3)2xl2 STRINGERS zt 5/8" TYPE DRYWALL x UNDER STAIR STRINGERS a HANDRAIL © 3V-38" MAX. FIRST FLOOR STAIR DETAIL IRC 2003 2' 4" 10' 0" MIN. Z 1 I _ O I I I I ^1 I !Tl I I Y�1 I I a I I , I W , I ll I I ■ lassic Century Homes hlakrns H.— 0---h, Af rdablr Area Calculator: Add to Library Window Name Assembly Type Quantity Width x Height Unit Area Total Area U-Factor SHGC Comments/ Description 1 TO" x 5'0" Metal Frame, Do 4 T-0" 5'-0" 15.00 60.00 ft2 0.650 0.340 2 3'0" x 6'0" Metal Frame, Do 7 T-0" 6'-0" 18.00 126.00 ft2 0.650 0.340 3 4'0" x 4'0" fixed Metal Frame, Do 1 4'-0" 4'-0" 16.00 16.00 ft2 0.650 0.340 4 1 13'0" x 1'6" AR TR Metal Frame, Do 2 D = 3'-0" 3.53 7.06 ft2 0.650 0.340 5 1 2 - 3'0" x TO" mulled Metal Frame, Do 1 6'-0" 7'-0" 42.00 42.00 ft2 0.650 0.340 6 2 - 3'0" x 60" mulled Metal Frame, Do 1 6'-0" 5'-0" 30.00 30.00 ft2 0.650 0.340 7 4'0" x 2'0" AR TR Metal Frame, Do 1 D = 4'-0" 6.28 6.28 ft2 0.650 0.340 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Window Area Total: 287.34 05/04/07 14:36:06 1 /1 Area Calculator: lffl� - - Assembly Type �MMMW� Comments/ i Description Door Area Total: 55.56 05/04/07 14:36:06 1 /1 SIMPSON LS:TA21 OR FRONT VIEW GS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF SHEATHING) TYPICAL BOTH SIDES " 3' GRID PATTERN 8d 11 16 MIN. 1 OF OPENING. COMMON NAILS TO HEADER < < - TOP PLATE TO .:: i HEADER - ZROWS OF t, HEADER CLEAR 16d SINKERS, 3"O.C, x' SPAN ACROSS 3" ,O.C. NAILING IN ALL FRAMING -STUDS, BLOCKS, TOP PLATE, AND BEHIND THE r STHD10 HOLDDOWN 3 BOTTOM PLATE TYPICAL 5/8" ANCHOR BOLT EMBEDDED 7" MIN. TYPICAL 2- SIMPSON HTT16 EACH SIDE - TYPICAL ' 3" GRID PATTERN 8d COMMON NAILS TO HEADER 9 3 BOTTOM PLATE TYPICAL 5/8" ANCHOR BOLT EMBEDDED 7' MIN. TYPICAL TYPICAL BOTH SIDES FRONT VIEW SIMPSON LSTA21 OR CS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF SHEATHING) TYPICAL BOTH SIDES OF OPENING. EACH SIDE - TYPICAL '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 2'•0' 1 1 1 1 1 5'-a' MIN. TYR FRONT ELEVATION x4LET-IN INTO TOP AND yr`' OTTOM PLATEAND '� RERVENING STUDS TYP P('jjr LESS THAN 25-0" LESS THAN 25'-0" RIGHT ELEVATION LESS THAN 1 A+:oX _" Typ. P4 REAR ELEVATION 1 x 4 LET -IN INTO TOP AND BOTTOM PLATE AND INTERVENING STUDS. TYP.� I TYP TYP. LESS THAN 12'-T LESS THAN 25'-0" 55'-7" LEFT ELEVATION LESS LEFT 9VOL090dM9 YC MIN FRONT rn LU uj m LU ~ � � o� Q a- O oLqwo � J p � f- 0 < cr C\lW m V=ZW w 2oIR� Zcn�:m ZNZZ gm"° � Ln Q Q„N�� U Q Q r ~ w JJ Z m U 0 cl W J 0 pp U O LU Z mom, Lo a m ui 0 O U m O0 Z Q O Z F S 1.1 VU i as Q U 4- cm d1 �L ql m _Z n CD o�n wC a C V W Q ~ U J LU BFICKLEDGEwHEN # 3 REBAR WITH 24r APPLICABLE 11, �dp BENi @ 45• TYP. @ -BRICKLEDGE WHF�'1 d ALL CORNERS 7'' j'' BPoCKLEDGE WHEN T APPLICABLE APPUCABLE SLAB STRAND + WHERE APPLICABLE I. MR '2-B5 DETAIL + CHAIR e" 6" � I� CHAIR �v CUSHION — ? �� p CUSHION SAND, TYP, C CUSHION 6' 6' '-�N SAND, TYP 2 - SAND, TYP. •S' STRAND POST -TENSION STRANDS N O �= _ . f TOPOF _ WHEN INDICATED li I �, _ I 1 POST -TENSION STRANDS ANCHOR TOPOF % OF WHEN INDICATED STRANDS GRADE ON PLAN, TYPICAL g _ TOPDE I II WHEN INDICATED GRADE - WHEN NDICATED ¢ Sr- �� CI CHNR GRADE ON PLAN, TYPICAL ON PLAN. TYPICAL 2- #5 BARS p DRAPE BEAM STRAND DRAPE BEAM STWNJO DRAPE BEAM STRAND LL C] I T WHEN INDICATED WHEN INDICATED STD WHEN INDICATED _ ON PLAN, TYPICAL ON PLAN, TYPICAL ° N ON PLAN, TYPICAL VAPOR @ 1B R C / 'B, STRAND 03 SUPPORT STAKES SEE PLAN FOR EACH WAY ° SOILG AD UNDISTURBED ANCHOR p N RETARDER SOIL GRADE #3 SUPPORT STAKE TY'X', F P. DIMENSIONS 2-#4 BARS VERTICALLY SLAB STRANDS SPACED @ 12, 0 C. AS FORM BOARD DETAIL "A" DETAIL "Al i REQUIRED PER BEAM DETAIL "E" IV" DEPTH NOTE IT IS IMPORTANT TO USE THIS DETAIL WHEN THERE IS AV OR LESS SLOPE IN THE 3 #4 VERTICAL FOUNDATION FOOT PRINT AREA TO INSURE Z�Z BRICKLEDGE WHEN SIRPOFifs@4a' APPUCABLE O C THAT SETTLEMENT DOES NOT BEAM OCCUR THE , 1-#4BACKUP BAR PENETRATBOTTOM OrE THEPERIMETERILAM MIST 0,Oo STANDARD DEEPEN PENETRATE UNDISTURBED SOILAMIN OF I2 7 TIE WIRE � �NS CHAIR ' BEAM DETAIL LEssTHA sa 4WHrREAPPLicAsLE HAIR CFWR CHAIR �SLAB STRANDS CHAIR LAYOUT SLAB STRANDS WHEREAPPLICABLE SLAB TFWNDS WHERE APPLICABLE C N #4 BAF6 @ 12#4 BAR 2-#5 BARS I� O.C.EW. STRAND SLABSTRANDS BEAM STRAND _ DRAPE BEAM SHEATHINGCUT BACK BEHINDANCHOR CABLE WHERE STRANDBE TAKEN TO APPUCABLE y WHEN INDICATED \ENSURE SHEATHING COES NOT STAKE Ly #3 SUPPORT STAKE H N V� ON PLAN, TYPICAL CHAIR _ PROTRUDE INTO THE ANCHOR) O I;e DETAIL "B" DETAIL "B1" STANDARD WOOD BPAM P DETAIL "G" DROP DETAIL FORM EXCAVATION BRICKLEDGE WHEN BRICKLEDGE WHEN APPLICABLE APPLICABLE d pP d BRICKLEDGE TENDON INSTALLATION BPoCKLEDG- WHEN APPUCABLF z W"ENA1 -#4BACK AT STRESSING -END 1 #4 BACKUP BAR � #4 BARS @1Q'OC.E W. - 1- 44 BACK UP BAR SLAB STRAND CHAIR ~ POCKET - CHAR CHAIR a}� i FORMER - - 16" (12" MIN.) TOPOF SLAB STRANDS TOP OF - `SIABSTRANDS + SLAB STRANDS _ —,•I' GRADE .t C -- •' •a. �I WHER CABLE PPLIraal c _ CHAIR ` PPLICA EAPPU HFAEA _ WHERE APPLICABLE W H GRADE DRAPE BEAM STRAND 2- #5 BARS b + 4 • t • #4 BARS @ 12" ' ` . • • • , SLAB STRAND _ CUT PLASTIC WHEN INDICATED DRAPE BEAM O.0 E.W. _ • 0, • BEAM HERE • ON PLAN, TYPICAL STRAND TOPOF A � DRAPE BEAM EXCAVATION WHEN INDICATED GRADE _ STRAND FORM WOOD N 1� ON PLAN, TYPICAL + WHEN INDICATED 9'-0' MAX •W AS SPECIFIED N ON PLAN, TYPICAL 1-#_FOR L= IS"DR 26 COMPLETED 2-#4 FORL=1ST02S DETAIL "Cl— ° i NOTE: DETAIL"F" 3-#4FOR L=26"TO3E STRESSING -END INSTALLATION DETAIL "C" CAN BE DETAIL 'IF" SUBSTITUTED DETAIL 'IF 1" FOR DETAIL "F1". BRICKLEDGE WHEN 'S" STRAND AS APPLICABLE �r d BRICKE WHFUJ SHOWN ON PLAN 1 'MIN. PLASTIC a} p Y APPLICABLE FIXED -END SHEATHING 1� 1- #4 BACKUP BAR ANCHOR STRAND CHAIR N + CUSHION CHAIR 10" - 12" SAND, TP. � , •' OH,eIq STRIP )( SHEATHING SLAB STRANDS TOPOF POST -TENSION STRANDS WHERE APPLICABLE C SLAB STRANDS 20d NAIL GRADE WHEN INDICATED WHEREAPPLICABLE 'BS' STRAND AS ON PLAN, TYPICAL #4 BARS @ 12" (MIN,) - STIRRUPS _ o c Ew, 2 x 0 TYPICAL SHOWN ON PLAN FIXED -END (DEAD-END) STIRRUPS WHEN (2) "BS' STRANDS ARE WOOD WHEN SPECIFIED WHEN SPECIFIED—DRAPEBEAM #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, FORM INSTALLATION TOMAINTAINA3" STRAND TIE "BS'STRANDS-TOGETHER TOP VIEW p N N 3- t4 BARS 3- #4 B O N , Yr ON PLAN. TYPICAL BOTTOMNOF THE BEAM CE FROM THE AND INSTALL SIDE BY SIDE TOP 6 BOTTOM. TOP 6 BOTTOM p pP 54' MAX. SPACING I S A INSTALL ANCHOGLE RS STRAND. 1+d�5 INSTALL ANCHORS SIDE BY SIDE I� SEE •2-BS" DETAIL STANDARD DETAILS DETAIL I'D" DETAIL "H" DETAIL I'M" BEAM STRAND "BS" DETAIL 1 1 I'] 7 t7ZOL0501d I NOTES: 1. TO PREVENT SETTLEMENT DUB TO SOIL CONSOLIDATION,, ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUND MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WH FOUNDATION SITE CONTAINS FILL (MAX. 3'-0"), THE DEE BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. FOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS INTO THE DESIGN, 2. 3000 PSI, CONCRETE SLAB. 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS RECOMMENDED. 4. PROVIDE A 8 MIL POLYETHYLENE MOISTURE RETARDER BENEATH SLAB AREA. 5. ALL STRANDS 1/2" DIX - 270 K. e. THIS FOUNDATION DESIGN IS CONSIDERED INVALID UNLESS ACCOMPANIED BY A LETTER FROM AGTM ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC LOT & BLOCK, OR ADDRESS. 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS DISCRETION. S. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY OWNER/GENERAL CONTRACTOR. 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END REVERSAL IS PERMITTED. 10. AT CONTRACTORS OPTION, BRICK LEDGE MAYBE INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF THE FOUNDATION AND SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF 3" IN 5'-0". 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE ANCHORED, MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT," DOES NOT OCCURDURING CABLE STRESSING. 13. THE FOLLOWING SYMBOL INDICATES DROP IN a FOUNDATION. THE AMOUNT OF DROP AND EXACT LOCATION IS TO BE DETERMINED BY PLANI OR AS DIRECTED BY OWNER/CONTRACTOR. FOUNDATION: 1. THICKNESS T= 4" 2, BEAM WIDTH W= 10" 3. BEAM DEPTH D= 28" 4. AREA = 2800 SQ: FT 5. EST. CONCRETE = 95 YRDS. CAUTI O N: I N TH E EVENT THAT A CABLE PASSES THROUGH A PLUMBING OPENING, MOVE CABLE TO EDG E OF OPENING. CABLE SPACING CAN BE ADJUSTED, BUT IN NO EVENT CAN CABLE SPACING BE GREATER THAN 5'-0" O.C. IWCAUTION: VIBRATE ALL CABLE LIVE AND DEAD ENDS TO ENSURE MAX. DENSITY CONCRETE, ESPECIALLY AREAS WHERE MULTIPLESTRANDS COME TOGETHER �r o �••• : u) Z. Lu:l '.. 4�� ' Z/of < ui a z ` #.Lu Oc7 0 d z c+� QW LL oo Z o r U Z O W'I '-O zLu�z om 0U � 0N�co ZW W US � �` ZN��Z �mNo LL (/) Lo Q U a N c\l l¢— �g Q � z r 1-, W F--' cf) U o W O o CL pp U O W LL U) O O r- O Lo O IL W 0 U m o O CO 4 N a u m `� a z o 0 a L�j u Q U) o c J O1 Lll E 0 U a°i Z�rE � � E `— °° � 5 W LLI rn E W V Q W PREPARED 10/05/07, 8:00:28 INSPECTION TICKET PAGE 5 City of ------------------------------------------------------------------------------------------------ College Station INSPECTOR: BUILDING INSPECTOR DATE 10/04/07 ADDRESS . : 2427 NEWARK CIR SUBDIV: CASTLEGATE SEC 5 PH 1 CONTRACTOR CLASSIC CENTURY HOMES PHONE (817) 561-4369 OWNER GREENS PRAIRIE INVESTORS LTD PHONE PARCEL 184200-1502-0120 APPL NUMBER: 07-00001514 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 6/14/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 6/14/07 DP June 14, 2007 10:27:17 AM kwolfe. No Strings Up On Setbacks B100 02 6/15/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 6/15/07 AP June 15, 2007 11:44:04 AM kwolfe. June 15, 2007 11:44:17 AM kwolfe. 3115 01 8/02/07 RH BLDG, FRAMING TIME: 17:00 8/02/07 DP August 2, 2007 9:03:31 AM acarter. 08/02/2007 04:11 PM RH PDA Need proper APA nailing pattern. Bay window requires a header clear span w/ proper grid nailing pattern. Seal all ext. seams. Need proper fireblocking at fireplace. Make sure pipe has clearance from combustibles above. Add brace on longest valley in front bedroom by entrance. B115 02 8/07/07 OC BLDG, FRAMING TIME: 17:00 8/07/07 DP August 7, 2007 8:15:23 AM glsouth. 08/07/2007 03:53 PM OC PDA didn't work all notes on previous insp. Bay window still not per prints. B115 03 8/08/07 JGM BLDG, FRAMING TIME: 17:00 8/09/07 AP August 8, 2007 11:26:11 AM kwolfe. =.B130 01 8/13/07 JGM BLDG, INSULATION TIME: 17:00 8/13/07 AP August 10, 2007 4:41:31 PM kwolfe. early B125 02 10/03/07 JGM BLDG, FINAL TIME: 17:00 10/04/07 DP October 3, 2007 4:22:40 PM kwolfe. 10/04/2007 11:48 AM JGM PDA did not fix previous note B125 01 10/03/07 OC BLDG, FINAL TIME: 17:00 10/03/07 DP October 3, 2007 12:37:17 PM glsouth. 10/03/2007 04:35 PM OC PDA need vacuum breaker on hosebib in backyard . B125 03 10/04/07 BI BLDG, FINAL TIME: 17:00 )D-5-07 /D r- VT October1soutr. 44,/2007 1:51:088 PM gl/+ -------------------------------------- COMMc S AND NOEES Amber Carter - Re: Calling for C.O. @ 2427 Newark Cir. From: Terry Boriskie To: Amber Carter; Benjamin McCarty; Chris Haver; ... Date: 10/5/2007 8:35 am Subject: Re: Calling for C.O. @ 2427 Newark Cir. Classic Century Has been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld No for CO. Sewer buried flagged. Water ok. Paul 10/3/2007 4:03 pm > > > >>> Gina Southerland 10/3/2007 12:38 PM >>> BP# 07-1514 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.csbx.gov Date: 10/4/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1514 Address: 2427 NEWARK CIR Insp. Inspection Type Code Description status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC No Strings Up On Setbacks B100 BLDG, FOUNDATION -SLAB IC June 15, 2007 11:44:17 AM kwolfe. 6115 BLDG, FRAMING IC 08/02/2007 04:11 PM RH PDA 13115 BLDG, FRAMING IC Need proper APA nailing pattern. Bay window requires a 13115 BLDG, FRAMING IC header clear span w/ proper grid nailing pattern. Seal all 13115 BLDG, FRAMING IC ext. seams. Need proper fireblocking at fireplace. Make 13115 BLDG, FRAMING IC sure pipe has clearance from combustibles above. Add 13115 BLDG, FRAMING IC brace on longest valley in front bedroom by entrance. B115 BLDG, FRAMING IC 08/07/2007 03:53 PM OC PDA B115 BLDG, FRAMING IC didn't work all notes on previous insp. Bay window still B115 BLDG, FRAMING IC not per prints. B125 BLDG, FINAL IC 10/03/2007 04:35 PM OC PDA B125 BLDG, FINAL IC need vacuum breaker on hosebib in backyard . E150 ELEC, FINAL IC 09/28/2007 04:35 PM OC PDA E150 ELEC, FINAL IC disposal tripping - bedroom #4 needs arc fault - master E150 ELEC, FINAL IC arc won't test - finish fixture in shower. E150 ELEC, FINAL IC 10/02/2007 03:17 PM RH PDA E150 ELEC, FINAL IC Did not correct any of the previous notes. Page 1 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 ; FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001514 Date 5/24/07 Application pin number . . . 746646 Property Address . . . . . . 2427 NEWARK CIR Property ID: 184200-1502-0120 R #: R300547 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 N/A 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 411.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 504365 Permit Fee . . . . 568.00 Plan Check Fee .00 Issue Date . . . . 5/24/07 Valuation . . . . 135960 Expiration Date . . 11/20/07 Qty Unit Charge Per Extension BASE FEE 460.00 36.00 3.0000 THOU BLDG, VAL 100001-500000 108.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING wor BUILDING DEPT REPRESENTATIVE: APPLICANT: 811 -�60 _gtNq BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 07-00001514 Date 5/24/07 Application pin number . . . 746646 ---------------------------------------------------------------------------- Special Notes and Comments UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) 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 PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 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 2002 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 2O03 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR ------------------------------------------------- --- -- - -------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: `ram 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 . . . . . 07-00001514 Date 5/24/07 Application pin number . . . 746646 ---------------------------------------------------------------------------- Special Notes and Comments TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT 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 2003 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. 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 SHALL NOT EXCEED .4 -------------------------------------------I------- ------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 4 Application Number . . . . . 07-00001514 Date 5/24/07 Application pin number . . . 746646 ---------------------------------------------------------------------------- Special Notes and Comments 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 2O03 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 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 . . . . . 07-00001515 Date 5/24/07 Application pin number . . . 860085 Property Address . . . . . . 2427 NEWARK CIR Property ID: 184200-1502-0120 R #: R300547 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 . 504373 Permit Fee . . . . 20.00 Issue Date . . . . 5/24/07 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 11 ------------------------------------------ ------ ---------------- w4 BUILDING DEPT REPRESENTATIVE: APPLICANT: i -r, APPLICATION FOR BUILDING PERMIT ( _ DATE: ✓�" TR REG CITY OF COLLEGE STATION j APPLICATION u 1101 TEXAS AVENUE I COLLEGE STATION, TX 77840 f TEMP POLE sr O ` 5 �. Cl n' c F Col Lt c;1. S I.Kn N (979) 764-3570 (979) 764-3496 FAX WW,1W.CSTX.GOV AOORESSILQCATION: __�2 t_ 0 ---- __...-------- ----- _. LOT _ !BLacrc SUBDIVISION—S.- 5j1 .-r.�„�.L1_T�S� SEC/PH I BUSINESS/OWNER NAME: O .IL QVLIR.,4. o ,�s PHONE: L-$ CONTRACTORIHOMEOWNER: fis r✓ G �,%$,��SPHONE: CONTRACTOR ADDRESS: 1P.6,(t At T-eJi 7 �! ELECTRICIAN: PLUMBER; HVAC: _ _ _ GOOD CENTS IResidentiatonly): CLASS OF WORK ACCESSORYISTORAGE LOCATION RE -ROOF 10/ ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION • SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION" SWIMMING POOL Required) DESCRIPTION OF WORK:�'�, el STRUCTURE HOMEOWNER ASSOC IATI ON/ARCH ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: ES TEXAS ACCESSIBILITY S;�NOD, RP-JASLPROJECT REGISTRATION# EABPRJ V VA UATION: $ 11'"L/," \ �J _ TOTAL AREA: 231 L HEATED AREA: ZO_(QQ (Cost of Labor and Materials) _ PUBLIC SEWER ,D,SEPTIC/TREATMENT SYSTEM ! � SEWER TAP; _.1-k IZE WATER TAP: � SIZE IJ THER TAP: S SrZE TEMP POLE GARAGE TYPE: SINGLE ATTACHED SIGNATURE OF APPLICANT: _ `If proposed work involves new commerc commercial property, building elevations Plans Examiner NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: 2— INTERIOR WALL TYPE: �14.�`v EXTERIOR WALL TYPE: L FOUNDATION TYPE: I SIB L -rc- � ROOF TYPE: b A 171 DOUBLE TRIPLE %kACHED CARPORT construction or f+cade improvementsMenovations to an existing required, Official Use Only Cr§,br ents: NO Zoning Official C Energy Core Compliance Infarmatialr % Glazing of exterior walls Insulation R. value of exterior walls Insulation P, 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 1 -- WT 42 - Eozrr TR_ 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# r / S_! DATE: 5- BUILDING ADDRESS: I. Foundation Requirements- Minimum City Foundation Standards NAJVW 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 ll. Framing: Floor, Wall, Ceiling and Roof Requirements 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 WOK 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, s acin , 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 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 9 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 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 NA/ A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NA/ 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 NA/ 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 NAW A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/rfe 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 Flood lain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER fly DATE