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HomeMy WebLinkAboutRES2008-02213, 08-2214a�4 It WF1066294 / 001 City of College Station PAGE 1 REQ. DATE: 07/25/08 07/25/08 16:33:05 LOCATION: 2722 RIVERS END DR LOC ID: 211874 REQUESTOR: STYLECRAFT BUILDERS ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/411 ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 07/25/08 SCHED COMPLETION: 07/25/08 ******************************************************************************** JOB ORDER RESULT COMMENTS PREPARED 12/18/08, 7:46:09 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/17/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 2722 RIVERS END DR SUBDIV: SONOMA PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER BCS DEVELOPMENT CO PHONE PARCEL 578700-0203-0150 APPL NUMBER: 08-00002213 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 8/11/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 8/11/08 AP August 11, 2008 11:07:01 AM ccourt. Strings up, slab ground installed. B115 01 9/25/08 BB BLDG, FRAMING TIME: 17:00 9/25/08 AP September 24, 2008 4:35:33 PM glsouth. B130 01 B130 02 B132 01 B125 01 9/29/08 RH BLDG, INSULATION TIME: 17:00 9/29/08 DP September 29, 2008 9:35:15 AM glsouth. Install outlet box and wires for front porch outlet. Seal all penetrations through top plate, exterior walls and t-studs on exterior walls. 10/01/08 RH BLDG, INSULATION TIME: 17:00 10/01/08 AP September 30, 2008 2:55:09 PM glsouth. WED AM 10/02/08 BB BLDG, SHEETROCK FASTENER TIME: 17:00 10/02/08 AP October 1, 2008 4:45:35 PM glsouth. 12/04/08 BB 12/04/08 DP B125 02 12/17/08 BI la- 1`r3- ©g r2N BLDG, FINAL TIME: 17:00 December 3, 2008 4:48:25 PM kgreen. Attic insulation is too low in multiple locations. BLDG, FINAL TIME: 17:00 December 17, 2008 4:59:05 PM ccourt. -------------------------------------- COMMENTS AND NOTES -------------------------------------- j'U O—171z&i r Y t o� Sep, 9. 2008 1:28PN1 S t Y I e c r a f t Builders, Inc. 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M tteoinlvnt rnalorle:s ana mothodt usod comply wkh >:= And fAdGn;J I4OU1009. -.1 Authorised Gtpnatpro f]fltWTv LL rA.Mrh— rtNV R.Stog M, Folm NPCA 00-B may AUe ba uwd 01,11, rnrA Vjr'Y.3r 11.ti.r:Z't?r '1a.7)t • rcrraa liVat{r�GA-wit, (ti4t�4a3) COVER THIS SET OF DRAWINGS FOR A HOME IS THE COPYRIGHTED PROPERTY OF STYLECRAFT BUILDERS, INC. THIS SINGLE COPY IS LICENSED AND NO RIGHT TO REPRODUCE, COPY OR DUPLICATE ALL OR ANY PORTION OF THE LICENSED PLANS IS GRANTED, EITHER EXPRESSLY OR IMPLIED. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THE DRAWING ARE OWNED BY AND THE PROPERTY OF THE DESIGNERS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE DESIGNERS. PLAN TYPES S = SELECT SERIES W = WAINSCOT WITH SIDING F = MASONRY ON FRONT 3 = MASONRY ON THREE SIDES 4 = MASONRY ON FOUR SIDES G = GOLF CART GARAGE E = ELITE COLLECTION C = COLLEGE HOUSING A = ATTACHED TOWNHOME D = DETACHED TOWNHOME X = DEVELOPMENT Z = CUSTOM HOME LOT SLOPE � 3 '�';i■■ ;■-m: 1 LrA �i 1 ■__- IIII IIII IIII IIII IIII IIII IIII IIIII �- - a IIII I1 law, ; MOM ; -1 II � �MEN IIII IIII IIII IIII` IIII IIII IIII IIII �I',1111 IIII IIII, IIII. IIII IIII IIII IIIII� �0 FRONT ELEVATION FLOOR PLAN SHEET INDEX G-1 COVER SHEET C-1 SITE S-1 FOUNDATION S-2 WALL FRAMING S-3 FLOOR PLAN S-4 DETAILS S-5 JOIST FRAMING S-6 ROOF FRAMING S-7 ROOF S-8 ELEVATIONS E-1 ELECTRICAL P-1 PLUMBING A-1 TRIM/CABINET A-2 FLOORING COMMENTS FRAMED AREA LIVING TOTAL 1353 SF GARAGE 368 SF PORCH 64 SF FRAMED TOTAL 1784 SF w JOB#: 08128 0 z w V) U � w a- > cn ry CN C'1 t\ CV EST CREATED: AI 7/3/08 PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7/15 Q cy) w cy) > r O cy) U `o CM r r SCALE: 1 /8" 11x17 G-1 SLAB BEAM CONTRACTION JOINT EXISTING r, CONTRACTION JOINT D s- DEEP BEAa AI EVERY 42"CONTRACTION IN WALK i XRx]/� REDWOOD m d CONTRACTION JOINT WHEN CONTRACTION JOINT AT CORNER ° DRIVE < 16' WIDE ° d' 4" THICK 300o "I CONC. EXPANSION JOINT ° REINFORCE W/ #1 BARS D SECTION "D'S ° ® 18" D.C.E. . �n 4 �'- —1 JOINT INSTALL EXPANSION JOINT ® MID —DRIVE IF OVER 40' C _ ° LOT SLOPE ONE CHAIR PER THICK PAVING ]DDPSI p . a sD. Er. MIN. REwE. w/ /]: m Ie' o.cE.w. CONTRACTION JOINTS MID DEPTH USE — SUPPORTS PROPERTY LINE d ° EVERY 8' OF DRIVE 3' C SECTION "CTS ° d O ° 1/2- OM, DOWEL W/ SLEEVE. ° 4" THICK 3000 PSI CONC. Q ° REINFORCE W/ #3 BARS xax]/a' REDwooD ® 18" O.C.E.W. ° d NLL DEPTH EXPANSION JOINT B SECTION "BLS d a. 3/8- DA. OOWLL W/ SLEEVE \O. O 2 /3 REBAR DRILL INTO EXISTING LURB / CONTRACTION JOINTS ° AT CENTER OF RADIUS MAIL BOX N ° d 8"X 8'BAM W/ 2 IS REBAR SECTION'AL AS A 2'-0" LAYDOWN CURB DETAILS 2722 RIVERS END SONOMA PHASE- 21BLOCK- 31LOT- 15 SOD SCHEDULE NET LOT SQ FOOTAGE 3711 SQ.FT. FRONT SQ FOOTAGE 1641 SQ.FT. BACK SO FOOTAGE 2070 SQ.FT. OD JOB#: 08128 9 go U a� L Lu I L N N N EST I CREATED: AJ 7/3/08 PRE-CON:EA7/9 REVISED:MH7/1 1 ISSUED: PRINTED: 7/15 Q M Lo Lu Cy E— M cn Lo M 1 r-- SCALE: 11"-- 29 �' I SONOMA SUBDIVISION FOUNDATION NOTES AND DETAILS GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK, REPORT ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY RLVSIONS THAT MAY BE REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS, FOUNDATION AND SUBCRADE SPECIFICATIONS I. REMOVE SURFACE VEGETATION, ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF 6'. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEN( AREAS SHALL BE R13AOVED AND PLACED BY COMPACTED FILL. 2. COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOIL (NATURAL SOURCE) SHALL BE FREE OF ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 20. 3. FILL MATERIALS SHAH BE PLACED BY BOX &ADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATION AND CONCRETE PLACEMENT LOADS. 4. AFTER STRIPPING BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL. 5. PROVIDE 6 MIL THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN POLYETHYLENE PLASTIC FILM OVERLAP 24' AT ALL JOINTS. REIN LL SPECIFICATIONS I.OOG STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT J3 BARS WHICH ARE BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A185. ALL REINFORCING SHALL BE CLEAN AND FREE OF MILL SCALE. - 2. DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE. ACI 315. UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 30 BAR DVAIEIAS AT SPLICES, 12 INCHES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 4. All TOP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY CODE. 5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315. CHARS AND BOLSTERS FOR MPUCATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WTH BOTTOM BEARING PLATES. 6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1998 ACI CODE. 7. WHERE THE GEOMETRK: CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWISE, THIS REINFORCING SHALL BE 3-,(3 BARS X 5-0- LONG 0 4- ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SLAB REINFORCING. CAST IN PLACE CONCRETE SPECIFICATION 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERTICAL BULKHEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPORVEO BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. 5. UNLESS OTHERWISE NOTED. CONCRETE COVER FOR REINFORCING STEEL SHALL BE: GRADE BEAMS - 3- BOTTOM: 2' SIDES AND TOP FLOOR SLABS - 2' 6. AL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER, 7. CONCRETE PLACEMENT SWRLL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET. B. CONSOLIDATE CONCRETE BY BY USE OF MECHANICAL VIBRATOR. DESIGN CRITERIA REFERENCE GEOTECHNICAL ENGINEER'S REPORT PREPARED BY CME TESTING AND ENGINEERING, INC. TITLED-SONOMA SUBONISION - COLLEGE STATION, TEXAS' OCTOBER 2007 FOR SOIL CONDITIONS AND FOUNDATION DESIGN CRITIRLl RE -BAR SPECS NOTE: ALL GRADE BEAMS QUICK COUNT BAR MIN. LAP MIN. RADIUS MUST BE AT LEAST 6" INTO TOP BARS 4 5 SIZE INCHES OF BENDS UNDISTURBED NATURAL 4 12 i-11p GRouND. BOTTOM BARS 4 5 s 15 1-s BEAMWIDTH 17 zo 2'- EXTERIOR BEAM DEPTH 328 3s 2 3 INTERIOR BEAM DEPTH 32 SRO d a I �o ✓/ " / #3 BARS @ 14" O.C.E.W. L!#5 TIRRUPS ®36" O.C. BARSTOP & BOTTOM 6 MIL POLY W.P. SELECT FILL 4INTERIOR BEAM 1 INTERIOR SLAB DROP SHL� .A� SGLEi . -0 BRICK 8" x 1/2" ANCHOR BOLTS LEDG€N 5-1 2 AND/WITHIB, Q"FOF DOOR" O.C. 0 0 �o \ #3 BARS ® 14" O.C.E.W. �o #3 STIRRUPS ® 36" O.C. �o j\ 4 #5 BARS TOP &BOTTOM d / �o 6 MIL POLY W.P. // \ i\ \i SELECT FILL j \/ EXTERIOR BEAM @ BRICK LEDGE EXTERIOR BEAM @ EXTERIOR WALL BRICK LEDG 3 8" SMOOTH IF REQUIRED 5- /2" B" x 1 2" ANCHOR BOLTS DOWEL WHERE 2-1/2�ABOVE F.F. ® 48" O.C.FLATWORK ABU S „ d QRIU AND 5" FROM DOOR OPENING z �o d \\� #3 BARS @ 14" O.C.E.W. #3 BARS @ 12" O.C. 4 #3 STIRRUPS ® 36" O.C. i \j �N s 4 #5 BARS TOP & BOTTOM \ ° \j 6 MIL POLY W.P. SELECT FILL 1'- 6EXTERIOR BEAM @ GARAGE BRICK LEDGE SEXTERIOR BEAM @ GARAGE BRICK LEDGE w _1 A --o . a -1 -0 LOT SLOPE 34'-1 r- -- - IT' ---- - I I `a I I I I I I I I I I - I I I I I I I T" I I I I 8 -11z I I L ^ ----- -------J L--------- ---J I I I I I I I I I fI I I I I I I I I I I I I I I I I I I I I I I I I I I I I • I i I L ®-------- 11'-9" ----------i----- - - - - - - - - - - I I I I I I I I I I I O I I I I I I - - -TIN I I I I I I -f'7 1 M :2 3'-0" 2'-8" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I „ I r l r-------- I I I I I I O I I I I I d I I I I I o � � THE STOP WH I I I I I I b r I I rn SN -2" - -� - - - I I I I I I IL JOB#: 08128 0 w cn U � w o_ > cn E/ Cal CN C'I EST CREATED: AJ 7/3/O8 PRE-CON:EA7/9 REVISED:MH7/1 1 ISSUED: PRINTED: 7/15 Z Q _O c' ) L0 Q cy) 0 CM Z Ln D M O SCALE: 1 /8" - 1' 0" S-1 SEE SHEET VV-2 FOR LEGENDS, DETAILS, AND NOTES I . SHEAR WALL AND NAILING SCHEDULE SHEAR WALL DESIGN BASED UPON FOLLOWING ASSUMPTIONS U.N O. I. ALL WALLS SHEATHED W/ 1/2' THICK GYPSUM WALL BOARD, IN(M NG GARADE. BLOCIONG 6 NOT REQUIRED BETWEEN STUDS ATTACH W/5d NAILS (OR EQUAL) AT 7" D.0 AT TOP k BOTTOM a— 1-- 2 ATTACH UPPER FLOOR BOTTOM PLATES W/ 16d NAILS 0 12 DC MN OR BETTER 3. THIS DESIGN DOES NOT RELY ON ANY CONTRIBUTION FROM THE CELLNG DIAPHRAGWL NOTES" 1. ADDITIONAL WIND BRACING ADDED BY CONTRACTOR IS ACCEPTABLE TO THE ENGINEER 2. ENGINEER HAS DESIGNED WAND BRACING ONLY. 3 CONTINUOUS TOP PLATE OR DETAIL 1,2 ON DETAIL SHEET 4. OSB MAY BE PLACED ON EITHER SIDE OF THE WALLS INOITA= FOUNOATK)N,W/*1/2'J, X 10:,ANCHOR BOLTS 0 72" O.cAND,12' FROM DOORS. FOUNDATION I NOTE: ED TO SILL PLATES AT INTERIOR N.I.S.ANCHORFOUNDATKIN_W/=1-0Ln X-DNI POWDER ACTUATED l 1Tfl5 PLAN HAS , ENGINEERED FOR BRYAN FASTEIIERS,(OR EOX)-*-161.0C. AND WTHN.12' OF EACH.ENp /COLLEGE _ STATION CONDITIONS S ONE ANCHOR BOLT SHALL BE PROVIDED AT EACH END OF NARROW GARAGE WIALLS, NEXT TO GARAGE DOOR OPEN% 7. THE MOST RESTRIGTNE' PRESCRIPTIVE FASTENING REQUIREMENTS OF IRC TABLE 6D2 3 OR IBC 23049.1 SHALL APPLY, 8 THIS WNDBRACING PLAN S VALID ONLY FOR LISTED ELEVATIONS AND OPTIONS 9. ALL WALLS DESIGNATED CSW ARE CONSIDERED BRACED WALLS AND SMALL BE DIRECTLY SUPPORTED HY FLOOR MOBS OR SOLID BLOMING T0. INTERIOR WALLS INTERSECTING EXTERIOR WALLS SHALL BE DIRECTLY CONNECTED BY OVERLAPpIT, TOP PLATES PER CODE AND SHALL. BE ADOMONALLY FASTENED TO EXTERIOR WALL STUDS WITH MNIMLU (1) 15d NAIL 0 16- ON CENTER OR EOUIVAIEW HATING, SHEATHING SCHEDULE LEGEND 15/32' COX PLYITDOO OR 7/15' OSB RATED SHEATHING (ONE SIDE), BLOCKED, NAILED W/ 8d COMMON NAILS ® 4' 0C. ON EDGE AND 12' D.C. N THE FIELD ®15/32• CDX PLYWOOD OR 7/16' OSS RATED SHEATHING (ONE SIDE), BLOCKED, NAILED W/ 8d COMMON NAILS m 6' O C. ON EDGE AND 12' O C. N FIELD. Fa1/4• HARDI PANEL (ONE SIDE), BLOCKED, NAILED W/ 6d COMMON NAILS, V LONG, III 6' O.0 ON EDGE AND 6' O.C. IN FIELD. r:1� AND END elleen merritfs ]OATS www.its-engineers.com EngIII ineers In' ' tors &gry u eyors 4611 BEE CAVES ROAD, STE 200 AUSTIN, TEXAS 73746 (512) 33-M95 FAX: (512) 32M95 IRK 2003 IRK 2006 Copyr)ght®20DBA75 P10GII�ESZ,SAti RIGHTS RESIRVED AI aPTlq N d 3w&lm mt -t� k A* - A. P.F I. ,Hdy "mmk .mw IM W. "ft —.F N: AE =am NOTE: THE DETAILS SHOWN ON THIS SHEET ARE GENERIC IN NATURE. ALL DETAILS MAY NOT APPLY. SEE WMBRACING PLAN FOR SPEGFTC REFERENCES TO DETAILS LEGEND: 2-PLY DRAG STRUT (REF. DETAIL SHEET) �� SHEAR WALL LINE (2) 2 X 6 SYP gqm OR Swoon G ms JIM (IQ 1sA WAS, (N) PM SIDE OF RAFTER', (2) 9HPSB1 F6A10 TES. ONE FOR SO ow Sit= DRAG SCkUT, ATiA O TO BUTLR 1/ WS 1/4• X 11/r AND 9MM TO HATE W/ (4)-sus 1/e x 3• G —DSL. TOP PLAT£ 1X W. FLCOR. AA NMU LMDS 70 RE SRmw RIDfPERDEMIY CF.MAD OWR. 5 SMUCMUX ADEEMIDE F CE0R105 THAT EXIDtD 4'-D•ADS R11DiIDR or IIDLIE FR011RI. A V fOR A A kAW (2) 2 PRDJD= 1BNTH DF If-W. DRAG STRUT TO RAFTERS SM NIS MICHAEL. H. MATUSTK ..................... 75494 ; m a'. IFS �OfYAtE E�G`� � t1v: SIWSDN =To 7IES M SIDE Of 0 STRUT ATZM TD CRAG SRUF (4)-SOS 1/4 X 1-1/2 AND MOD ftm B/ (4}SOS N/4 x A00mom Halo TES NXL BE I= ON PU1t AS WOMSSA NMI II A1C0. ROW. R.00R, AND WALL LC11rT 70 BE I SOIPSDN RS7 X PLATE 4WD 9 ETH SM OF DRAG SWL 60TION RUSH B/ BOTAR,1 OF 1SLL W RM ('(�me x/ uN m 81 WS Oro TOP HIDE AND MN . 3IDE. DRAG SRUE STROE. DFFW PIAFs ON E OI .HX LWAG SRUT AADDITIM TIE MAILS IXL RE Q1WAM DN HNI As 2xs 10 (2)-PLY aWT SDRR 2) 2.610 v --- CM TOP PIKE h TOP HATE 7- . ibPEN ttP ---L DRAG STRUT CONNECTION WALL 2 SMF- Nis ro� III 11 II 'tDEPENDFNNLY PARALLEL CONNECTION DRAG STRUT TO WALL NRROW>"' rz - STEEL STROP (REF. GENERAL NME IM ON WINDRRACPIG PLAN SHEETS). WRAP STRAP AS REOD TO ALLONF HOLES TO BE NAILED TO STUD CLUSTER, ADD'L WRAPPING IS PERMFREO STUD CLUSFER AT CORNER D ETAI L V z U LT] Q 0 ^� CO 1J 0 r V C Lu Lu z_ (D z Lu ELECTRICAL o Ceiling Fan o Ceiling Fan w/ Light CH Doorbell Chime Doorbell Button t� GRI�� ND Electrical Panel Light Flood Light FLUORES�CBEN7 Fluoresent Light FwoaEscENT Fluorescent Light Hanging Light -��- Recessed Can Light 18 Under Counter Light 24" Under Counter Light Woll Mounted Light Nus Internet Hub r Network Outlet 110V Outlet 220V Outlet Ceiling Mounted Outlet Floor Mounted Outlet c GFCI Outlet �N Homerun Outlet �D Dishwasher/Disposol Outlet � Telephone Outlet SD Smoke Detector ® Speaker Switch 4 Television Outlet Q Vent Vent w/ Light " I o \ -� J --"---- £ D _ a2" ........................... LOT SLOPE `j � RUDR`2tSc'c��iENi ;� _ O O\, qP a % i sD m ` I I i x ti '� ------. --------- 0 0' ----- --- c 42' 3 r — o o a RE —WIRE FOR GO 's 1 f d JOB#: 08128 Z W U � W W _> N N Nco EST CREATED: Al 7/3/08 PRE-CON:EA7/9 REVISED:MH7/1 1 ISSUED: PRINTED: 7/15 J Q U `n U LO W M J W 1� SCALE: 1/8:: _ _ 1,_0:, E-1 WALL FRAMING WALL FRAMING 8r WALL PLATE HEIGHT 0 WALL vr_�Or 0 WALL PLATE HEIGHT 2x6 WALL W/ PONY WALL 2x4 PONY 2x62x6 PONY WINDOW OPENING SIZE 20 3 4 WALL 2282550 .11 2x6 3 4 WALL HEADER HEIGHT IN INCHES L-----D 2x4 HALF WALL �-----� � DOOR SIZE L — — — — — J 2x6 HALF WALL 2x4 PLATE 2x4 STUD 16D NAILS o ® 16' O.C. 2x4 STUDS 2x4 UTILITY 16" O.C. EXTERIOR WALL EERIOR STUD TERIOR STUDS ILITY NAILERS INTERIOR T - 3 STUD 2x4 PLATE :Z 2x4 STUD 16D NAIL 0 16" O.C. 2x4 STUDS 2x4 UTILITY EXTERIOR WALL EXTERIOR STUDS UTILITY NAILERS EXTERIOR CORNER WALL FRAMING LOT SLOPE 34'-01-," 9 "621 24'-6" 14'-22 10'-32" 3 -1 4'-4" 2'-1" 7'-14 7'-14„ 8, 3„ 2'-02„ 82.5• 3060 82.5' 3060 DID26 8 .5• 0 -i - I 112„2 4 -" 30 yCiY%L I 4'-0" n 3'-4" 4'-7" -32 e20 2'-111- 7 4" 8 s o .5' o ------ N 0 4o j o 0 2'-8" 3'-4" 2'-0" 2'-7- 31'-102„ 2' 8" 2 -62 N 20 r---1 -- 4' 22 O II L 8 8 8, 2 , 8'-112" I 4o a ---------- -------- al 2s ,% 4'-6" 4-52 - - ------ 3'-11" ^„ 6' 02^ 2, 7„ 10'^ 3o I 30 ......... _. Rio°s..... --� 2060 2060 82.582.5' .... ..... ..... ..... ... ...................................._...... 160 ..... ..... .... ......................, -4 16'-3" -4 4'-54'" 4'-6" 6'-1", 8'-112" 6'-2" 18'-11" 34'-02" 1630 150.5' FRAMED AREA LIVING TOTAL 1353 ]SFGARAGE 368PORCH 64FRAMEDTOTAL 1784 106#: 08128 Z i_u U � W V) E N N N EST CREATED: At 7/3/08 PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7/15 _Z � c� Lo M u- CM J Ln CM Q r— SCALE: _ S-2 ARCH C SCALE:1 /4"=1'-0" ARCH A SCALE: 1 /4"= 1 '-O" CINTERIOR DETAIL SCALE: 1 /4"= 1 ' -O" RENT. CENTER DETAIL SCALE:1 /4"=1'-0" JOB#: 08128 Q Z w U � w � > N N N EST CREATED: Al 7/3/08 PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7/15 Q cY) J LO Q � Lu Ln 0 M SCALE: S-4 LEGEND FB = FLUSH BEAM DB = DROP BEAM RB = RAISED BEAM PB = PORCH BEAM HE = HEADER BEAM EB = ENGINEERED BEAM CJ = CEILING JOIST DJ = DOUBLE JOIST TJ = TRIPLE JOIST FJ = FLOOR JOIST RJ = RIM JOIST BJ = BRIDGING JOIST 1H = 1 HANGER 2H = 2 HANGERS JOIST & BEAM SCHEDULE LABEL SIZE LENGTH OTY CJ:2x10 2x10 CEILING JOIST 20' 10 CJ:2x6 2x6 CEILING JOIST 6' 5 CJ:2x6 2x6 CEILING JOIST 8' 16 CJ:2x6 2x6 CEIUNG JOIST 10' 17 CJ:2x6 2x6 CEILING JOIST 12' 9 CJ:2x6 2x6 CEILING JOIST 14' 4 CJ:2x6 2x6 CEILING JOIST 18' 6 CJ:2x8 2x8 CEILING JOIST 16' 24 DJ:2x10 WO DOUBLE JOIST 20' 2 DJ:2x12 2x12 DOUBLE JOIST 20' 1 FB:2x12 2x12 FLUSH BEAM 14' 1 PB:2x8 2x8 PORCH BEAM 4' 1 PB:2x8 2x8 PORCH BEAM 6' 1 PB:2x8 2x8 PORCH BEAM 8' 1 PB:2x8 2x8 PORCH BEAM 10' 1 RB:2x12 2x12 RAISED BEAM 12' 1 RB:2x12 2x12 RAISED BEAM 16' 1 JOIST & BEAM LOT SLOPE 0 0 m JOB#: 08128 n Z w LU U � w r > N N N EST CREATED: Al 7/3/08 PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7/15 Z_ � M Lo M lL CM F— Lo V) co r— O SCALE: 1 /8.. = 1'-0" �� S-5 ROOF FRAMING SCHEDULE RA:2 A:2 HV. x 30' HV:2 •26' LOT SLOPE I I RA.2 14' I I A:2 20' H :2 8.22' i 3 9 � I - I RD:2 8.18' So cb x I ' I HV:2 20' RA:2 10 a cr ry} M RA.2x6.4' RA:2x68' RA:2 6�14' RA.2x612' J a }� RA:2x68' RUM' N F �9 5 Y CALLOUT SIZE LENGTH QTY RA:2x6 2x6 RAFTER 20' 1 RA:2x6 2x6 RAFTER 14' 2 RA:2x6 2x6 RAFTER 12' 1 RA:2x6 2x6 RAFTER 10' 3 RA:2x6 2x6 RAFTER 8' 3 RA:2x6 2x6 RAFTER 4' 4 HV:2x8 2x8 HIP —VALLEY 30' 1 HV:2x8 2x8 HIP —VALLEY 26' 1 HV:2x8 2x8 HIP —VALLEY 22' 1 HV:2x8 2x8 HIP —VALLEY 20' 1 HV:2x8 2x8 HIP —VALLEY 12' 1 HV:2x8 2x8 HIP —VALLEY 10' 2 HV:2x8 2x8 HIP —VALLEY 8' 4 HV:2x8 2x8 HIP —VALLEY 4' 1 HV:2x8 2x8 HIP —VALLEY 2' 2 RD:2x8 2x8 RIDGE A 28' 1 RD:2x8 2x8 RIDGE A 18' 1 RD:2x8 2x8 RIDGE A 4' 1 W f- JOB#: 08128 Z w U ce LU w Cn � N N N EST CREATED: AI 7/3/OS PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7/15Lo L.0 _Z � wM O SCALE: — 1 /8" — 1-a" S-6 ZL• RIDGE VENT J iN LOT SLOPE N� i N I I I ZL°8 I 7) 9 v i I iN ! N N .d *' r iN N ! I I I i i N r I I j s 3 8:12 m 2 s v E � 2 s 3 _Y f i a ROOF OVERHANGS SLOPE OVERHANG 3:12 24" 24" 4:12 24" 24" 5:12 24" 24" 6:12 24" 24" 7:12 16" 16" 8:12 16" 16" 9:12 16" 16" 10:12 12" 16" 11:12 12" 16" 12:12 12" 16" 14:12 12" 16" 16:12 12 16" GABLE OVERHANGS ARE 12" U.N.O. DORMER OVERHANGS ARE 8" U.N.O. cn JOB#: 081281 0 z W U � W a. > N N N EST CREATED: Al 7/3/08 PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7/15 Q M O `Y' O Cj SCALE: 1/8" — 1'-0" S-7 REAR ELEVATION FRONT ELEVATION ELEVATION A m O O P L OAP O n�P V n C ^ O vSocNvs N C � 4' G•- V S CEO d av) dP VO d,9 Z jP - 0S 0 sQvP I� Z L1J U � w aw-. > cn rvo� N N N EST CREATED: Al 7/3/08 PRE-CON:EA7/9 REVISED:MH7/1 1 ISSUED: PRINTED: 7/15 Z M O cY) Q CY) w CM J � LJJ SCALE: 1/8" = 1'-0° S-8.1 SIDE ELEVATION SIDE ELEVATION m n Z w U w � > ry N C�4 N EST CREATED: Al 7/3/08 PRE-CON:EA7/9 REVISED:MH7/11 ISSUED: PRINTED: 7115 V Z M O c� o w M J r-- LU SCALE: 1 /8" - 1'-0" S-8.2 1 d ?- 5SH VL33H VB33H i REF i y� M Bai----------1------------� >.. M Bath I co 0 a I o P I p Kitchen m Master Bedroom I -oIn E mo 0 I II — z jzs I II WS31- WICK °N I p Z o I f� ^ d �f 2R2S Qp 4 ssR 3 c W2731 B 12 1 l REF �' J 08 128 W, 23, N - - Bedroom 2 \ Kitchen o rining 02 $ R Bath 2 Q n9 Z .», L.LJ V) y l L� t Living � �I � �, j W TRIM/CABINETS chi) Bath 2 NI Bedroom 3 CI-4 utility N �I VL39 �, �I N � W2731 __... _...-.....-- .............t I � Foyer Study EST 1 Two -Car Garage CREATED: Al II - 7/3/08 PRE-CON:EA7/9 o REVISED:MH7/11 m\„---------------------: ISSUED: PRINTED: 7/15 w Q z CLr) CO M Q r— U cn M SCALE: A-1 99 98 97 95 94 93 92 9<. 9E 9: 9: 9• 9: 9: o • TILE' t 91 9 53 SF P 90 9( CARPET 58-10• ..... � o 89 8'. • 198 SF ..........I; ....._ . ................-...._... ._. O m � 88 BE x s: w v 86 Bc • ........;........:. -� 85 8: - t 84 8• CARPET 32'_2• 83 8: 51 SF e np d 82 et 8: oy� 79 8" 71. 3 8 77 7E 7: ,OB# : 608128 75 7: L O T SLOPE 74 3 7• CARPET z 7. I LAMIN AT I..... i z sF 8z y1• o 7(i LAMINATE 98 SF '45'-1' 69 68 6! 6E 108 SF 67 bb 6; 61 ] ' J ...... _ 64 bz 6 6L C .. ilLa __._ I ff 61 b' ! LAMINATE 9R gET 22 SF Z 60 be ! .. 20..g. 3, SF - _.:._.... I..L_I 58 5E } Ln 57 5; 56 s5 5( s: LAMINATE LU w 54 5 5411, s3 5: I 1 5'•1E _ _ ... ,:. sz 5: TILE CARPET 57 5 I ,53F' 5r•r 120 SF N 50 Y .,. a8 4E 45 4! L ^ 44 43 az 4• 4: a: LAMINA E 41 4' 28'-B• 40 4( C ARP 4�SF 39 38 31 3E 67 SF 37 35 3 34 3; T 3: 3- EST 33 32 3: 3: CREATED: AJ 31 3- ° 7/3/08 30 3c PRE-CON:EA7/9 29 r REVSED:MH7/1 i 28 2E o ISSUED: 27 2; PRINTED: 26 25 2< 2: 7/1 5 i 24 2, 23 22 2: 2: a ±< 21 20 2 2l MMI J n 8 zM' ' ^ € 16 r- 2 1 145 1: 1• O 13 2 1: O Lo p 11 1' J � � J 9 9 1 8 7 8 7 8{ 3 6 5 b 5 SCALE: 3 3 8 _ 2 1 2 1 A-2 BUILDING PERMIT CITY OF COLLEGE STP,.TION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 08-00002213 Date 7/25/08 Application pin number . . . 168515 Property Address . . . . . . 2722 RIVERS END DR Property ID: 578700-0203-0150 R #: R307386 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . SONOMA PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY CLUSTER DEV Application valuation . . . . 89298 Owner Contractor ------------------------ ------------------------ BCS DEVELOPMENT CO STYLECRAFT BUILDERS 4090 SH 6 S 4090 SH 6 S COLLEGE STATION TX 77845 COLLEGE STATION TX 77845 (979) 690-1222 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . A/C SEER RATING 13.00 CEILING 1 R VAL. (FLAT) 38.00 CEILING 2 R VAL-NO ATTIC 19.00 DUCT R VALUE 6.00 EXTERIOR WALL TYPE SIDING IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT GLAZING 15.00 GLAZING U-FACTOR .53 HEATED AREA 1353.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 EXTERIOR WALL INSUL R VAL 13.00 GLAZING SHGC .35 SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 427.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit pin number . 589838 Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 7/25/08 Valuation . . . . 89298 Expiration Date 1/21/09 BUILDING DEPT_,4EPRESENTATIVJE : I✓ • 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 2 Application Number . . . . . 08-00002213 Date 7/25/08 Application pin number . . . 168515 Qty Unit Charge Per Extension BASE FEE 260.00 40.00 4.0000 THOU BLDG, VAL 50001-100000 160.00 Special Notes and Comments -Narrow Wall Bracing Fully Sheathed with APA Framing at Garage and Front Door areas. Also Interior Anchors and Bracing at Back Door Area. *GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. *PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES BY BEING ELEVATED A MINIMUM OF 18" ABOVE FLOOR LEVEL. *ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) *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 GR UND -----------------------------------------------Z-- -------------- BUILDING DEPT RFAPRESENTATIVF�,. 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 . . . . . 08-00002213 Date 7/25/08 Application pin number . . . 168515 ---------------------------------------------------------------------------- Special Notes and Comments *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 *PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION *Wall and Ceiling Insulation are as follows respectively. If Wall to Window Ratio is up to 15% the Values Shall be R-13 and R-30, above 15% the Ceiling Insulation is Increased to R-38. *ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING *IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. *REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT *A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 * THE MAXIMUM ALLOWABLE RESIDENTIAL DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' *DRIVEWAY DISTANCE FROM CORNER: "NO RESIDENTIAL DRIVEWAY SHALL BE CONSTRUCTED WITHIN TWENTY FEET (201) OF THE CORNER OF A STREET INTERSECTION. THIS MEASUREMENT SHALL BE TAKEN FROM THE INTERSECTION OF PROPERTY LINES AT THE CORNER." ALSO NOTHING SHALL BE CONSTRUCTED IN THIS TRIANGLE TO IMPAIR VEHICLE DRIVERS VISION. *MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER CODE SECTION R602.10 IN 2006 IRC *ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP. A SPECIAL "APA" NAILING PATTERN INSPECTION SHALL BE PERFORMED PRIOR TO FRAMING INSPECTIO - ------------------------------------------------------------ BUILDING DEPT REPRESENTATIVE: v- 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 . . . . . 08-00002213 Date 7/25/08 Application pin number . . . 168515 ---------------------------------------------------------------------------- Special Notes and Comments *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 TO BE VISIBLE FROM ROAD *WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI *RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE *For residential applications with a glazing area that exceeds 1501 of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. *PROVIDE SANITARY FACILITIES/PORTA-CAN FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. *SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR *PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. *SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES *THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING/WINDOW RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTOR OR LOWER SHALL BE MET. *U-Factor Ratings for Window % up to 15% is .65, from 15% to 20% is .55, from 20% to 25% is .54 and above 25% is .46 or lower. Replacement Windows to meet .40 Solar Heat Gain and .65 U-Factors. *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 BUILDING DE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 08-00002213 Date 7/25/08 Application pin number . . . 168515 ---------------------------------------------------------------------------- Special Notes and Comments 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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . IMPACT FEE AREA 97-01 98.39 SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 420.00 420.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 848.39 848.39 .00 .00 Grand Total 1268.39 1268.39 .00 .00 BUILDING DE 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 . . . . . 08-00002214 Date 7/25/08 Application pin number . . . 332170 Property Address . . . . . . 2722 RIVERS END DR Property ID: 578700-0203-0150 R #: R307386 Application type description TEMP POLE Subdivision Name . . . . . . SONOMA PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY CLUSTER DEV Application valuation . . . . 0 Owner Contractor ------------------------ BCS DEVELOPMENT CO ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S 4090 SH 6 S COLLEGE STATION TX 77845 COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit pin number . 589846 Permit Fee . . . . 20.00 Issue Date . . . . 7/25/08 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 -----------------------------------------L - -------------- BUILDING DEPT R- - .FPRESENTATIVE. APPLICANT: se My APPLICATION FOR BUILDING PERMIT DATE: A. K, RCC REG 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 APPLICATION rtin CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX VY P(e .'rg&D_aeLPmnwS__mccw TEMP POLE WIN.CSTX.COV ADDRESS/LOCATION: LOT (� LOCK 3y SUBDIVISION SC h 0 ✓`�1 Gl `' SEC/PH BUSINESS/OWNER NAME: STYLECRAFT BUILDERS. INC. PHONE: 690-1222 ext. 127 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 127 CONTACT PERSON FOR REVIEW COMMENTS: JOSEPH SAUCIER PHONE: 690-1222 ext. 127 FAX:,-, 690-0343 EMAIL: isaucier(�stylecraft-builders.com ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Control Temp GOOD CENTS (Residential only): No wy�l S n ACCESSORY/STORAGE LOCATION RE -ROOF f�l AnnITIMI nnn�nnir� 1 LLL CNI v vvIVv JI IVIVLI —Jvl DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: Conventional Framing "� Q PROPOSED USE: Sinqle Family Residence WALL BRACING METHOD: PRESCRIPTIVE APA PORTAL FRAME W/ CSPS Z ENGINEERED HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ NIA VALUATION: $ c7 t, a TOTAL AREA: 179LHEATEDAREA: 13S3 (Cost of Labor and Materials) �Xg, rX PUBLIC SEWER SEPTIC/TREATMENT SYSTEM /TSO ® SEWER TAP: OX WATER TAP: OTHER TAP: " SI X TEMP POLE SIZE SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Siding and/or Masonry FOUNDATION TYPE: Slab On Grade ROOF TYPE: Composition 1,L3 GARAQG,ETYPE:,,Q SINGLE DOUBLE ATTACHED nr7 SIGNATURE OF APPLICANT: *If proposed work involves new commercial constrLLQeo commercial property, building elevations are required. 0000o-00000000000000000000o-000000® Official -14 _ koPlans Examiner Zoning Official �p C ents: E or NO 0 ® TRIPLE 0 CARPORT E] or fac a improvem&nts/tenovations to an existing aoo 00000000000000000000000 se Only Fire M arsall ��Zs�06 Energy Code Compliariee Informadon :v z % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork ` A/C SEER Rating Protection Against ,Subterranean Termites © Chemical Termiticide Treatment (Soil Treatment) -: % f R13 / 4 R38 R19 / .35 Z .53 / R6 13 19 Chemical Termiticide Treatment (Field Applied Wood Treatment) El Physical Barriers 1-1 Other *Verification of Application shall be submitted to the City of CQilege Station Building Department prior to issuance of the Certificate of Occupancy. PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning cr Development Services COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# OS- 2zi3 DATE: BUILDING ADDRESS: a - I. Foundation Requirements- Minimum City Foundation Standards N A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. SpacingSpaqing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement and Beam Reinforcement F. Protection Method used for Termites. G. Wood foundation details indicated K II. Framing: Floor, Wall, Ceiling and Roof Requirements N 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 K 1. One -hour rated extending to roof deck tWOK 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 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 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. K K PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning dDevelopment Services COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX III. Stairway Requirements A. Stairway Details K 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" Max. difference 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6'-8" B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements NAJOK 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 (*t/q" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& Development Services 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 NAJIJIV 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 MqKj A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units) 7 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 NAJOK 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 sin le 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/AK) Does not block any water course or divert any flow Elevation certificate needed K "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER DATE r Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Plan # 1353-B Report Date: 07/15/08 Data filename: S:\ACAD\Archived\Old REScheck\1353 2722 River's End.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: 2722 River's End Joseph Saucier College Station, TX 77845 Stylecraft Builders Inc. Permit Date: 7/15/08 4090 S. Hwy 6 South College Station, TX 77845 (979) 690-1222 X 127 jsaucier@stylecraft-builders.com Campliance: Passes Maxim`" um.UA: 475=WYour_Home UA:-468M1;5°!o $ett6rAT i n Co�nmde (UA)i Maximum SHGC: 0.40 i Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Floor 1: Slab-On-Grade:Heated: , Insulation Depth: 0.0' Furnace 1: Forced Hot Air: 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER 1171 30.0 0.0 41 182 19.0 0.0 9 1258 13.0 0.0 86 179 0.650 116 20 0.500 10 9 0.440 4 194 0.0 202 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the anda ry e listed in the REScheck Inspection Checklist. 51NLCC IZAYT l6 08 Builder/Designer Company Name Date Project Notes: 2722 River's End College Station, TX, 77845 StyleCraft Builders Inc. 4090 State Highway 6 South College Station, TX, 77845 Plan # 1353-B Page 1 of 1