Loading...
HomeMy WebLinkAboutRES2008-02146, 08-2147• 08-21y^( PREPARED 1/13/09, 8:02:50 INSPECTION TICKET PAGE 2 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 1/12/09 ------------------------------------------------------------------------------------------------ ADDRESS . : 3815 SNOWDANCE CT SUBDIV: WESTFIELD VILLAGE PH 6 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER BCS DEVELOPMENT CO PHONE PARCEL 650730-0614-0130 APPL NUMBER: 08-00002146 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 8/08/08 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/08/08 AP August 8, 2008 4:18:30 PM glsouth. strings and slab ground. B115 01 9/25/08 BB BLDG, FRAMING TIME: 17:00 9/25/08 AE September 24, 2008 10:44:02 AM glsouth. Need J.H. at attic entrance in garage. Draft stop chase between front two bedrooms. Make sure to have proper nail spacing, on floor plates of interior walls. B130 02 9/30/08 BI BLDG, INSULATION TIME: 17:00 10/03/08 CA September 30, 2008 11:15:38 AM ccourt. October 3, 2008 11:37:33 AM ccourt. B130 01 9/30/08 RH BLDG, INSULATION TIME: 17:00 9/30/08 CA B130 03 10/06/08 BB BLDG, INSULATION TIME: 17:00 10/06/08 AE October 3, 2008 11:37:53 AM ccourt. Tape seal all penetrations through ext. foam board. Note: Gonna need outlet in the middle of double lavatory in master, or on both ends. By final B132 01 10/07/08 BB BLDG, SHEETROCK FASTENER TIME: 17:00 10/07/08 DA October 7, 2008 11:53:15 AM glsouth. Not ready B132 02 10/13/08 RH BLDG, SHEETROCK FASTENER TIME: 17:00 10/13/08 AP October 10, 2008 1:59:17 PM ccourt. B125 01 1/12/09 I BLDG, FINAL TIME: 17:00 t95 January 12, 2009 3:30:26 PM kgreen. ✓ -------------------------------------- COMMENTS AND NOTES -------------------------------------- ,o "_r "f-Q4 Atli a WF1059655 / 001 City of College Station PAGE 1 REQ. DATE: 07/16/08 07/16/08 16:31:04 LOCATION: 3815 SNOWDANCE CT LOC ID: 200054 REQUESTOR: STYLECRAFT BUILDERS ORIGIN: CUSTOMER -WALK IN REQ USER: CCOURT AUTH USER:CCOURT WRK TYPE: WTR 3/4" SWR 4" TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 07/16/08 SCHED COMPLETION: 07/16/08 ******************************************************************************** JOB ORDER RESULT COM UMTS 08122 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 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 1613 SF GARAGE 369 SF PORCH 54 SF FRAMED TOTAL 2035 SF co JOB#: 08122 I-- O U w U Z 0- r) V) O Z cr> r 00 M PRE -CON CREATED: AJ 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 CD 00 W '-0 O U o r-- d- SCALE: 1 /8" l 1x17 G-1 1/2' l4 SMOOTH DOWEL 3'-0' LONG W/ PVC CAP - PUCE Iry SUB OR GRILL 9" INTO EXISTING GRADE BEAM. TAPE CAP TO LEAVE TO OIL EDGE EJ.i. 1" O END OF ROD THICK PANNC 3000 PSI REIrvF. w/ ,93'e 0.C.E... MIO DEPTH USE CHAIR SUPPORTS DISCDNTINUE REINF. O E.J. 1% REDWOOD DINOER D SECTION ID" IIJCONTwUE REtNFORCEMENi THROUGH KEm'3 I. ONE CHUR PER 7 THICK PAVING 3000 PSI a S0. FT. MIN. FDNF. w/ /3'a O 18" O.C.E.w. MID DEPTH USE CHMR SUPPORTS C SECTION 'C 3/8- DIA. Down w/ sLcfvE. OPoLL INTO EXRBNC SIDEWALK 1X REDwaoD DmDER B SECTION'63 3/8' — DOWEL W/ SLEEVE. GRILL INTO EXISTING CURB 8X 8' BEAM W/ • 15 REW A SECTION "A? d d. d � Q CONTRACTION JOINT C a INSTALL EXPANSION JOINT 0 MID -DRIVE IF OVER 45' d d d PROPERTY LINE d ° O ad 4 dd a 4" THICK 3000 P$I CONC. - - REINFORCE W/„#3 BARS B 0 18 O.C.EW. OF ISIDEWI �K� CITY SIDE WALK IN FI LD 6, 4 Q \ c O, g O MAIL BOX , d - - / d O (p d n, I L ;'_n• LAYDOWN CURB DETAILS CONTRACTION JOINT WHEN DRIVE < 16' WIDE 4" THICK 3000 PSI CONIC REINFQRCE W/ #3 BARS C 18, O.C.E. CONTRACTION JOINT INSTALL METAL KEYWAY EXP. JOINT W/ 3/✓}" DIA. SLICK SLEEEVES ONE BSIDC E W/ 3815 SNOWDANCE COURT THE ENCLAVE AT WESTFIELD PHASE- 61BLOCK-141LOT-13 SOD SCHEDULE NET LOT SQ FOOTAGE 5103 SQ.FT. FRONT SQ FOOTAGE 2085 SQ.FT. BACK SQ FOOTAGE 3018 SQ.FT. 00 JOB#: 08122 O ' W U Z � 0 cr) O Z cr) 00 cy') PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Q 0 00 I_u 1-0 r— d- SCALE: '=20' C-� WESTFIELD VILLAGE 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 DISCREPANC THE ENGINEER FOR ANY REVSIMS 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 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 S ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 20. 3. FILL MATERIAs SHALL BE PLACED BY BOX BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM EXCAVATIC 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 a REINFORCING STEEL SPECIFICATIONS I. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT J3 BARS WHICH ARE BENT (SUCH GRADE 40. WELDED WIRE FABRIC SHALL CONFROM TO ASTM A185. ALL REINFORCING SHALL BE CLEAN AND FREE OF MILL SCALE. ' 2. DETAIUNC AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACI 315. UNLESS SHOWN DIAMETERS AT SPLICES, 12 INCHES MINIMUM. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 4. ALL TDP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIRED BY COD 5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315. CHAIRS AND BOLSTERS FOR APPLIG OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. 6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1998 ACI CODE 7. WHERE THE GEOMETRIC CONFIGURATIONS OF SUBS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHE SHALL BE 3-13 BARS X 5'-0• LONG 0 4' ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SUB REINFORCING, CAST IN PLACE CONCRETE SPECIFICATIONS 7. ALL OONCREIE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND MID 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 8 INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPORVED BY THE STRUCTURAL ENGINEER PRIOR TO TH 4. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENG CONSTRUCTION LOADS. 5. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHR L BE: GRADE BEAMS - 3" BOTTOM: 2" SIDES AND TOP FLOOR SLABS - 2" 6. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 7. CONCRETE PLACEMENT SHALL BE ACCOMPUSHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. COW THAN 5 FEET. 8. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR. DESIGN CRITERIA REFERENCE GEOTECHNICAL ENGINEER'S REPORT PREPARED BY CME TESTING AND ENGINEERING, INC. TITLED •WESTFIELD VILLAGE SUBDIVISION - COLLEGE CONDITIONS AND FOUNDATION DESIGN CRITERIA RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT LEAST BAR MIN, LAP MIN. RADIUS 6" INTO UNDISTURBED NATURAL GROUND. SIZE INCHES OF BENDS RIS 1 1 1 1 -1 4 15 1- 1 O 4 6 O Z_L_ -#3 BARS @ 14" O.C.E.W. \\ -#3 STIRRUPS @ 36" O.C. 4 #5 BARS TOP & BOTTOM 6 MIL POLY W.P. SELECT FILL QUIC TOP BARS BOTTOM B BEAM WID- EXTERIOR INTERIOR I N _ _ _ 1 INTERIOR SLAB 4INTERIOR BEAM SCALE:1 a =1 scALEa a =t -o —O 8" x 1/2" ANCHOR BOLTS O BRICK LEDG N 5-1 " 2-12 ABOVE F.F. @ 48" O.C. AND WITHIN 12" OF DOOR — Z o I - \' #3 BARS @ 14" O.C.E.W. OM / j jL4#5 TIRRUPS @ 36" O.C. ,, . Z� BARS TOP & BOTTOM a �N j\\ 6 MIL POLY W.P. / / SELECT FILL 3EXTERIOR BEAM @ BRICK LEDGE 2EXTERIOR BEAM @ EXTERIC SCALE:1 a t —O SCALE:I a .1 —0 �IRIRCK Ul D F €€Z 5- 5-1 a ARIE, 8" x 1 2 ANCHOR BOLTS 2-112�ABOVE F.F. @ 48" O.C. AND WITHIN 1�" OF DOOR f—L BARS @ 14" O.C.E.W. \ \ #3 BARS @ 12" O.C. /\ Z' A j\ d #3 STIRRUPS @ 36" O.C.5; i - j \% 4 #5 BARS TOP & BOTTOM Coz %\ \� 6 MIL POLY W.P. SELECT FILL - 6EXTERIOR BEAM @ GARAGE BRICK LEDGE EXTERIOR BEAM @ GARAGE SCALE:1 4 1 —O SCALE:1 a 1 —0 h 39'- SLAB AREA LEDGE 89 SF TOTAL 2124 SF PERIMETER 206'-7" 1111177111111111 r- - - - - - r ------------� != I I I Z- I I I I I = Ni I I I I I — — — — — — — — L — — — — — —'— — — — _ — J I r-- - - - - - - - - - - — -- 1 r------------ I� I I I I I I I I I I I I I I I I I I I I I I I to 8 3'-6' U o o 12'-111" 1 I = I I I I I 1< I I I I I I I I I I I I I I I I I I I 19-141 1 I I 1 I I I L- — — — — — — — — — — — J L- — — — — — — — — — — — — — J L- — — — — — — — J r -, r--------------� r-------------- I 28'_ 1" I I I I I I I I II o a I I I I I I I I I I I I I I 14'-34" I I I I I I I I I I I I I I I I I I I I I I - - - - - - - _ - _ - - J L - - - - - - - - - - - - - - J L- - - - - - - - - - - - - - - - ----- ------------I r-------- ---, �------------- I I I I I I I I I I I I I I I I I 0 I 11RE s pP I 1 I I I 1 I n I _ J aO + I I IN I I I �o , I �; I I I 5'-10"0O I L - - - - - - - - - - - J L---' ---- - --- �� r-----------1 E--- ---D I I I I I I I I I I I I----------- -- JOB#: 08122 O U w U Z O V) 00 M PRE -CON CREATED:ALI 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Z Q O O 00 Q 0 co Z D O LL. d- SCALE: 1 /8" - 1'-0" S-1 eileen merritt's ]MATS www.ats-engineers.com Engineers Inspectors & burveyors 4611 BEE CAVES ROAD, STE 200 AUSTIN, TEXAS 78746 (512)328.6995 FAX: (512) 328.6995 IRC 2003 IRC 2006 ht 02008 ATS ENGINEERS ALL RIGHTS RESERVED priX .nllm amN st AA ENGXEffi IRHA...EL....H...........ATUSTIK.. M 9� 75494 �Ns sTEQ: G\ ?/Ilzsk- 3 0$. SEE SHEET W-2 FOR LEGENDS, DETAILS, AND NOTES 0 -WINDOW OR WALL SIZE DOES NOT AFFECT BRACING THIS PLAN ACCOUNTS FOR VARIATIONS OF WALL AND WINDOW SIZES PER ELEVATION PLAN SHEAR WALL AND NAILING SCHEDULE SHEAR WALL DESIGN BASED UPON FOLLOWING ASSUMPTIONS U.N.O. NOT REQUIRED PLATES AND S 2_ ATTACH UPPER FLOOR BOTTOM PLATES W/ 16d NAILS 0 12' OC. MIN. OR BETTER. 3. THIS DESIGN DOES NOT RELY ON ANY CONTRIBUTION FROM THE CEIUNG DIAPHRAGM. 0 X 16" ANCHOR BOLTS 0 72'.o.C. AND 12' FROM DOORS. )R WALLS`ANCHORED'TO FOUNDATION W/ HILT1 X-DNA POWDER 5'ONE ANCHOR BOLT SHALL BE PROVIDED AT EACH END OF NARROW -GARAGE WALLS, NEXT TOY GARAGE. DOOR OPENING.. 7. THE MOST RESTRICTIVE PRESCRIPTIVE FASTENING REQUIREMENTS OF IRC TABLE 6023 OR 18C 2.304.9.1 SHALL APPLY. 8 THIS WINDBRACING PLAN 6 VAUD ONLY FOR USTED ELEVATIONS AND OPTIONS. 9. ALL WALLS DESIGNATED R ARE CONSIDERED BRACED WALLS AND SHALL BE DIRECTLY SUPPORTED BY FLOOR MEMBERS OR SOLID BLOCKING. 10. INTERIOR WALLS INTERSECTING EXTERIOR WALLS SHALL BE DIRECTLY CONNECTED BY OVERLAPPING TOP PLATES PER CODE AND SHALL BE ADDITIONALLY FASTENED TO EXTERIOR WALL STUDS WITH MINIMUM (1) 16d NAIL 0 16' ON CENTER OR EQUIVALENT NAUNG.. SHEA I tiiNG SCHEDULE LEGEND 15/32" COX PLYWOOD OR 7/16" OSS RATED SHEATHING (ONE SIDE), BLOCKED, WED W/ Hd © COMMON NAILS 0 6" 0 C. ON EDGE AND 12' D.C. B4 FIELD.. D1/4" HARDI PANEL (ONE SIDE), BLOCKED, NAILED W/ 6d COMMON NAILS, 2" LONG, 0 6" O C. ON EDGE AND 6' 0 C. IN FIELD.. THE GARAGECEILING. STRAP. TO BE NAILED TO UNDERSIDE OF EACH CEILING JO ND OVER THE WALL PLATES AND DOWN AND AROUND CORNER STUDS TO ENSURE eileen merritfs ]OATS mmats-engineers.com Engineers Inspectors & Surveyors 4611 BEE CAVES ROAD, STE 200 AUSTIN, TEXAS 78746 (512)328.6995 FAX: (512) 328a95 IRC 2003 IRC 2006 COPYTIght02008 ATS ENGINEERS ALL RIGHTS RESERVED All a". d Ra• SAudo d Rb A-D-1 b .Ieb .111 rd. b Addy 1"".d,..11,Ad M. yAx .Attie se i ef: AS Fl6a6E4S NOTES: 1. ADDITIONAL WIND BRACING ADDED BY CONTRACTOR IS ACCEPTABLE TO THE ENGINEER. 2_ ENGINEER HAS DESIGNED WIND BRACING ONLY.. 3. CONTINUOUS TOP PLATE OR DETAIL 1,2 ON DETAIL SHEET. 4. OS8 MAY BE PLACED ON EITHER SIDE OF THE WALLS INDICATED.. NOTE: THIS PLAN HAS BEEN ENGINEERED FOR BRYAN/COLLEGE STATION CONDITIONS.. NOTE: THE DETAILS SHOWN ON THIS SHEET ARE GENERIC IN NATURE. AL DETAILS MAY NOT APPLY. SEE WINDBRACING PLAN FOR SPECIFIC REFERENCES TO DETAILS. LEGEND: 2-PLY DRAG STRUT (REF. DETAIL SHEET) SHEAR WALL LINE E I (2)2 X6 SW F2(2) RAFTERS OR BETTER SAND11"Ir, DRAG SIRUP YIN L(16) 16d NAILS, (8) FACT SIDE OF RAFTER SPLICE (2) SAIPSON HGA10 TIES. ONE FOR EACH RAFTER SPUONG DRAG ' STROP, Arpom TO RAFTER W/ SOS 1/4' X 1 1/2' AND ATTACHED 2 TO RATE W/ (+SDS 1/4' X 3' " ^ •• •, (2) —DBL TOP PLATE ATTIC, ROOF. FLOOR AND W LL LOADS TO BE SUPPORTED INDEPEWDENFLY OF DRAG STRUT. DEFAB. 6 SIRUCIURAU.Y ADEQUATE FOR COFFERED CS NOS THAT DUERO V-O' R LESS TOPrARDS INTERIOR OF TONE FROM EXTERIOR PLATE. AND FOR A Wk," (2) 2 6 RAPIER PROJECTED LENGTH OF -z DRAG STRUT TO RAFTERS J SCALE: NTS ................... MICHAEL. H. MATUSTIK. �.....75494••.•, ��S;S,GTSTEF:�G` SMPSON HGA1D TIES ELOI SIDE Of DRAG STRUT ATTACHED TO DRAG STRUT W/ (4)-SDS 1/4 X 1-1/2 AND ATLICHED TO PLATE W'/ (4)-SDS 1/4 X IADOODNAL HG1TD TIES WSJ. DE A'WCATED ON PLAN AS NECFSM. N=l AM. ROOF. FLOOR. AND HALL LOADS TO BE SUPPORTED DBIEPENDOMY OF ORAL STRUT. AMR TP37 TIE RATE USED AT ECH SIDE OF DRAG SM. BOTTOM FLUSH N/ BOTTOM OF WALL TOP PLATE. ATTACHED YI/ 141, (7) 8d RATS W. TOP PIA7E, ARO 10N (7) 8d NARS WO OBAG SRUE OFFSET PLATES ON EACH SIDE OF DRAG STRUT. -PLY WAG STRUT RAC TIE PLATES Pi BE WAD D OR RAN AS 2X6 LGN (2)-PLY DRAG STRUT 2) 2.6 lAw T�OP PINE 1 roP RATE �bP •••�.µ 1 SPACJF] TYP. PERPENDICULAR CONNECTION DDRAG STRUT TO WALL N4_E: ` ATAC. RDOF, FLOOR, AND MALL LOADS TO BE SUPPORTED DIDEPENI)MY OF MG SBONL DRAG STRUT MUST OJFRLAP (I 70P PLATE ENOUGH TO ACCOMTE OFFSET TIE PLATES AS STOy9F1. PARALLEL CONNECTION l ((DRAG STRUT TO WALL SCALE NIS r-STRAP RAP (REF. GENERAL NOTE ❑D BRACING PLAN SHEETS). WRAP S REO'D. TO ALLOW HOLES TO BE NAILED TO STUD CLUSTER. ADD'L WRAPPING IS PERMITTED. STUD CLUSTER AT CORNER --[.'-STRAP AT 4'°NARROW _ a DETAIL I� V Z U m 0 Q2 C:) J 0 CD a N Lu L.0 Z V Z LU SCALE: NTS W-2 ELECTRICAL ` o Ceiling Fan o Ceiling Fan w/ Light ©H Doorbell Chime A Doorbell Button TO GRIND Electrical Panel Light Flood Light FLUORESLEM Fluoresent Light woaEscEM Fluorescent Light Hanging Light R Recessed Con Light Ip• 18 Under Counter Light )1• 24" Under Counter Light Wall Mounted Light mi Internet Hub T Network Outlet q 110V Outlet Q 220V Outlet Ceiling Mounted Outlet Floor Mounted Outlet a GFCI Outlet 1 ! Homerun Outlet D Dishwasher/Disposal Outlet 4 Telephone Outlet SD Smoke Detector ® Speaker Switch Television Outlet Q Vent Vent w/ Light two eu o .z i0313�� o- 1 I I I I i I I / U / m JOB#: 08122 O W U Z ia- Cii > O V) Lr) W C'7 PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 J U U w I LU Q r 00 �o r— M NO r— 38'-31" WALL FRAMING WALL FRAMING 8 WALL PLATE HEIGHT 2x4 WALL 8r�10, 0 WALL PLATE HEIGHT 2x6 WALL W1 PONY WALL 20 PONY WALL x6 ONY WALL WINDOW OPENING SIZE 4 WALL 2x4 3 2850 32 82.5" 2x6 4 WALL HEADER HEIGHT IN INCHES 0 HALF WALL] - 28 DOOR SIZE 2x6 - H- ALF - W- -ALL J 2x4 PLATE 2x4 STUD 16D NAILS ® 16" O.C. 2x4 STUDS 2x4 UTILITY Ll 6" O.C. EXTERIOR WALL 'ERIOR STUD TERIOR STUDS ILITY NAILERS INTERIOR T - 3 STUD 2x4 PLATE 2x4 STUD I6D NAIL ® 16" O.C. :���-2x4 STUDS 2x4 UTILITY EXTERIOR WALL EXTERIOR STUDS UTILITY NAILERS EXTERIOR CORNER WALL FRAMING 23'-72" 14'-8" 6'-6" 17'-12" 9'-112" 0^ 3'-102" 5'-64" 3, 0„ 3,-0- 5'-64" 2'-0„ 3, 12" 3'-12" 1'-82, 6' 6' 6' 2 Q 2 2 2 2 Coco IM o- 20 �' �y N �W 2. 1 3 >>.t 106.5' 106.5' 1065 tt - r -' 2'- 1" 72T'-1,14T'-1 4" 1" 4'-42" 2816 816 0281 2860 I60 - 0 8 - 28 4'-42" n 8 i 7 NF8TJ 2'-62" 2 -621 o 4'-1" Q 6 92`. r---------� -KV �•..:_ L________-- -------------- 4 5, 7"' I --- 1 -82 5'-2" 1' - I N I ---------------- - ; ;I� LIT N � I % - I 4'-3" 4'-3" -7' 2'-6" 0' ' 1„ 0 2'-82^ �28 M -5' 1' 4'-51 11' 4'-62" 2'-8z" 6'-4" e o oe 8 . 5'14 5 M 16 016 016 0 9 .59 .59 .5' -81 ,-91, .-91' -841' -- - - - -- I I i fl i 160 i its 5" -4 16'-3" -4 18'-11" 5'-10" 3-32" 6'-114" 3'_34" 38'-32" 1414 1414 136.51414 136.5' 136.5' FRAMED AREA LIVING TOTAL 1613 SF GARAGE 369 SF PORCH 54 SF FRAMED TOTAL 2035 SF m O P L 7 p i '�o P u r. a N C vip_ To oP 3 ,n OUT JOB#: 08122 I-'- uf D O ui U Z 0- C) (n > O Z C) Ln c/'yo� l PRE -CON CREATED: AI 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 _Z � co C'M J 110 SCALE: 1 /8" - - 1'-0., S-2 WINDOW SCHEDULE NUMBER I WIDTH HEIGHT SIZE FLOOR PLAN WALL FRAMING HB 1. 4 5 6 2. I 10' � Clg SLOPE'I V 10, CIg 01 ' v 02 / . Oau 10 11 04 O I 1� I 9 3,01 i� SPE o J' g k '�$ Ig 0r5 < re I '-' O Oo 4 I 10' CIg I I 10' Clg I •••,\07 0 32.60 lU0/SHOWER SLOP I 8' CIg 8' Clg� I ���LLLLLLJJJJJJ I _ I U O I 0 I !•' 10 Q9 _ ARCH C _ ----- ---__---- g, CIg 10, CIg I s-A 10' CIg , , SLOP A 15 I 8' C w I 8' CIg ARCM C I 8' CIg ARCH C 14 13' CIg s' I EHVAC 14, A FOLDING 10, CIg SLOP m —UPS I \ _ sTaas I 1 1 I e p pJa+M^ v 13' CIg 1 19 8' CIg -- — — —— ------ o 3 s f i s Y g HEADER DESCRIPTION DOORSWSG SCHEDULE NUMBER SIZE DESCRIPTION WIDTH HEIGHT 18 3'-0" 6'-8" LEFT 2x6 EXT FIBERGLASS O6 2'-8" 6'-8" RIGHT 2x6 EXT FRENCH 15-CITE 13 2'-8" 6'-8" RIGHT 2x6 EXT MASONITE 17 16'-0" 7'-0" NA ENG EXT OVERHEAD-16' 09 2'-0" 6'-8" LEFT 2x6 INT HC 03 2'-0" 6'-8" LEFT 2x6 INT HC 15 2'-0" 6'-8" LEFT 2x6 INT HC 01 2'-0" 6'-8" RIGHT 2x6 INT HC 08 2'-0" 6'-8" RIGHT 2x6 INT HC OS 2'-8" 6'-8" LEFT 2x6 INT HC 10 2'-8" 6'-8" RIGHT 2x6 INT HC 04 2'-8" 6'-8" RIGHT 2x6 INT HC 11 2'-8" 6'-8" RIGHT 2x6 INT HC 02 3'-0" 6'-8" NA 2x6 INT HC DBL 07 5'-0" 6'-8" NA 2x6 INT HC DEL 12 5'-0" 6'-8" NA 2x6 INT HC DEL 14 2'-8" 6'-8" LEFT 2x6 INT LVRD co JOB#: 0812200 O LL U Z O M PRE -CON CREATED: AI 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Z � g O `'r' OLL- No J � SCALE: 1/8'. - 1 . 0" S-3 ARCH C SCALE: 1 /4"= 1 ' —O" LJR- %'" ]Y-1 CINTERIOR DETAIL SCALE: 1 /4"= 1 '-0" �I 1/2" RECE O 91. BINTERIOR DETAIL SCALE: 1 /4"= 1 ' —O" ANTERIOR DETAIL SCALE: 1 /4"= 1 '—O" FINTERIOR DETAIL INTERIOR DETAIL SCALE: 1 /4"= 1 '-O" SCALE: 1 /4"= 1 '-0" 0 0 P L cp �,nP E P yLl— • � 0 N 4 (V C O N �P 20 o a • v�vVP )� ry D O U w U Z cn O Z c) Ln 00 co PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Q 00 J � Q � W C`') Q O d" SCALE: _ S-4 LEGEND FB = FLUSH BEAM DB = DROP BEAM RB = RAISED BEAM PB = PORCH BEAM HB = 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' 8 CJ:2x6 2x6 CEILING JOIST 6' 1 CJ:2x6 2x6 CEILING JOIST 8' 11 CJ:2x6 2x6 CEILING JOIST 10' 16 CJ:2x6 2x6 CEILING JOIST 12' 33 CJ:2x6 2x6 CEILING JOIST 14' 13 CJ:2x6 2x6 CEILING JOIST 16' 6 CJ:2x8 2x8 CEILING JOIST 16' 3 CJ:2x8 2x8 CEILING JOIST, 18' 9 DJ:2x10 2x10 DOUBLE JOIST 20' 5 RB:2x12 2x12 RAISED BEAM 12' 1 RB:2x12 2x12 RAISED BEAM 14' 1 RB:2x12 2x12 RAISED BEAM 22' 1 JOIST & BEAM 00 (O 0 0 P c -o E P N o TcD oP i �vUrn� JOB#: 08122 O U w U Z � 0 V) O z V) co M PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Z _Q 0 :�E 00 l - I- cr> r- SCALE: S-5 ROOF FRAMING SCHEDULE CALLOUT SIZE LENGTH OTY RA:2x6 2x6 RAFTER 24' 1 RA:2x6 2x6 RAFTER 22' 3 RA:2x6 2x6 RAFTER 20' 2 RA:2x6 2x6 RAFTER 18' 1 RA:2x6 2x6 RAFTER 16' 2 RA:2x6 2x6 RAFTER 12' 1 RA:2x6 2x6 RAFTER 10' 3 RA:2x6 2x6 RAFTER 8' 6 RA:2x6 2x6 RAFTER 6' 3 RA:2x6 2x6 RAFTER 4' 2 RA:2x6 2x6 RAFTER 2' 3 HV:2x8 2x8 HIP -VALLEY 30' 1 HV:2x8 2x8 HIP -VALLEY 28' 1 HV:2x8 2x8 HIP -VALLEY 26' 3 HV:2x8 2x8 HIP -VALLEY 14' 3 HV:2x8 2x8 HIP -VALLEY 12' 3 HV:2x8 2x8 HIP -VALLEY 10' 3 HV:2x8 2x8 HIP -VALLEY 4' 1 RD:2x8 2x8 RIDGE 20' 2 RD:2x8 2x8 RIDGE 12' 2 RD:2x8 2x8 RIDGE 8' 1 m 0 0 P S_ �P op E 0 Z O �rn _— -w c CN Q' G O s �G v�vUc- JOB#: 08122 0 U w U Z � 0 cr) 0 Z cn L0 r- co M PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 CD Q Z_ o 00 1-0 u- cy) 0 'O 0 �- SCALE: 1 & - P-0" S-6 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. m 0 0 P Sao E Nm� OV ^ x o `m =,oc-= 2 m�=emu O0 u p � 09 y NO 0- >�> N OU C� T JOB#: 08122 ry D O U w U Z � r) V) O Z 00 CY) PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Q 0 H 00 O �O O M `o d- SCALE: 1 /8" - 1'-0" S-7 oon — W 00000000 Ininialminininiml nnnnnn�� co JOB#: 08122 PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Z o O o F- CY) w J r LU i SCALE: _ S-8.1 SIDE ELEVATION SIDE ELEVATION JOB#: 08122 O U w U Z Lu 0 cn O Z V) Lo 00 co PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 V Z 00 O 'o � r Q cY) > r— w .p J r LU i SCALE: 1 /8" - 1 0° S-8.2 m O O P L OAP O vi;rtLV li CND' C� ON 0� 2O �P ; N QCIP JOB#: 08122 O U w U Z LU 0 O Z LO co cy') PRE -CON CREATED: AI 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Q LU I Z CD 00 m � Q U c-i � r— 'o SCALE: /8. = 1' 0" A-1 JOB#: 08122 O U w U Z r V) O Z cn LO co CY) PRE -CON CREATED: Al 6/25/08 PRE -CON: REVISED: ISSUED: PRINTED: 7/8 Q 0 C) Z O M O ,o LL. r SCALE: 1 /8" - 1'-0" A-2 BUILDING PERMIT CITY OF COLLEGE Q'TATION 1101 TEXAS AVENUE, COLLEGE SYkTION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 08-00002146 Date 7/16/08 Application pin number . . . 062132 Property Address . . . . . . 3815 SNOWDANCE CT Property ID: 650730-0614-0130 R #: R118234 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . WESTFIELD VILLAGE -PH 6 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 106458 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 BRICK IMPACT/PRORATA FEES PAID N/A FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT GLAZING 16.00 GLAZING U-FACTOR .53 HEATED AREA 1613.00 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) 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . CC Permit pin number . 587584 Permit Fee . . . . 481.00 Plan Check Fee .00 Issue Date . . . . 7/16/08 Valuation . . . . 106458 Expiration Date . . 1/12/09 BUILDING DEPT REPRESENTATIVE: f APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 08-00002146 Date 7/16/08 Application pin number . . . 062132 Qty Unit Charge Per Extension BASE FEE 460.00 7.00 3.0000 THOU BLDG, VAL 100001-500000 21.00 ---------------------------------------------------------------------------- Special Notes and Comments *Engineered Bracing Methods Used To Meet Windbracing Requirements. *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 GROUND *Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" ------ -----------------------------------------A---�4_ -- --f------------ BUILDING DEPT REPRESENTATIVE: _ __ 1M-t1"A_ IkJ- 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 . . . . . 08-00002146 Application pin number . . . 062132 Page 3 Date 7/16/08 Special Notes and Comments 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 *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 150-. the Values Shall be R-13 and R-30, above 1511 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 BUILDING DEPT RE -PRESENTATIVE: 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 . . . . . 08-00002146 Date 7/16/08 Application pin number . . . 062132 ---------------------------------------------------------------------------- Special Notes and Comments COVER-UP. A SPECIAL "APA" NAILING PATTERN INSPECTION SHALL BE PERFORMED PRIOR TO FRAMING INSPECTION. *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 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/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 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 . . . . . 08-00002146 Date 7/16/08 Application pin number . . . 062132 ---------------------------------------------------------------------------- Special Notes and Comments 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 Other Fees . SEWER TAP 4" WATER TAP 3/4" 350.00 400.00 Fee summary Charged ---------- Paid ---------- Credited -------------------- Due ----------------- Permit Fee Total 481.00 481.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1231.00 1231.00 .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 . . . . . 08-00002147 Date 7/16/08 Application pin number . . . 144174 Property Address . . . . . . 3815 SNOWDANCE CT Property ID: 650730-0614-0130 R #: R118234 Application type description TEMP POLE Subdivision Name . . . . . . WESTFIELD VILLAGE PH 6 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT 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 . . CC Permit pin number . 587592 Permit Fee . . . . 20.00 Issue Date . . . . 7/16/08 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 20.00 20.00 .00 .00 Grand Total 20.00 20.00 .00 .00 ------------------- BUILDING DE APPLICANT: APPLICATION E=©F� E3UEL[3[N►G PERMIT oA�E:�/ r/A �cL'?�EG AL 1101 TEXAS AVENUE APPLICATION r COLLEGE STATION, 1 X 77840 CITY OF COLLEGE STATIONT (979) 764-3570 (979) 764-3496 FAX TEMP POLE = ' Pierri"g CDe-rekDmou S•rzd a W'A4'W.CSTX.GOV ADDRESS/LOCATION:_ _3g I5 S,jo vJja n c(z Go,. (+ LOT 13 ✓BLOCK' V SUBDIVISION T4&&C14ye d f' WN57riW `_SEC/PH_0✓ 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: 690-0348 EMAIL: isaucier(�stylecraft-builders.com ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Contr�ftemp GOOD CENTS (Residential only): No RACCESSORY/STORAGE LOCATION R RE -ROOF AnnITIr)NI n: ^VI^.� I-1 SHELL Oi�LY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: Conventional Framing PROPOSED USE: Single Family Residence WALL BRACING METHOD: PRESCRIPTIVED APA PORTAL FRAME W/ CSPS ENGINEERED 5A HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 10 6, 45-8 ✓ TOTAL AREA: a� HEATED AREA: I� I (Cost of Labor and Materials) J�Q� ]X PUBLIC SEWER [�[ V ❑ SEPTIC/TREATMENT SYSTEM XSEWER TAP: 4" l/ 'o SIZE '{/ QX WATER TAP: Y4" SIZE OTHER TAP: (�S X TEMP POLE a� GARAGE TYPE: SIZE SINGLE El ATTACHED NUMBER OF BEDROOMS: J NUMBER OF BATHROOMS: INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Siding and/or Masonry FOUNDATION TYPE: Slab on Grade ROOF TYPE: Composition DOUBLE [_K] TRIPLE CARPORT SIGNATURE OF APPLICANT: U1 ? OS For St lecraft *If proposed work involves new commercial'con c ion or f Cade improvements enovations to an existing commercial property, building elevations are required. ♦0000000000000000000000A00000000 00000000000000004000000000 19 ".)--' 1 � Official Use Only Plans Examiner Zoning Official —Edgl N� A"GI�Co n ents: 6 ..f ✓ rNO WIN Fire Marshall :h Energy Code Compliance Informc don % 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 16,4 Q/o I R13 — R-0' R 3 g Rio ✓ .35 .� R value of ductwork R6 / A/C SEER Rating 13 Protection Against Subterranean anean Termites © Chemical Termiticide Treatment (Soil Treatment) PfChemical Termiticide Treatment (Field Applied Wood Treatment) 0 Physical Barriers n Other Verification of Application sell he submitted to the City of College Station Building Department prior to issuance of the Certificate, of Occupancy. PLAN REVIEW (*f/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 PLAN REVIEW/PERMIT NUMBER# DATE: BUILDING ADDRESS: I. Foundation Requirements- Minimum City Foundation Standards NA/ A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement and Beam Reinforcement F. Protection Method used for Termites. G. Wood foundation details indicated OK 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 1. One -hour rated extendingto roof deck ##V/QK E. Header sizes indicated on plans Nq/ 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 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. OK K PLAN REVIEW (*/7" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning&DevdopmentSmita COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX III. Stairway Requirements A. Stairway Details N 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 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: NAT) 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 (*tl"" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning &Development Servicer 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 K 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 garacie 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) VIII. Energy Requirements N K 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 NAVOR Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed A K "APPROVED PLANS PER IRC SECTION R106.3.1." LANS EXAMINER 7-1q-A DATE Sep, 15. 2008 1:39PM No.6349 P. .3 New Construction Subterranean Termitd ofnn Appiaval Na. W3Ir af) Soil Treatment Record bit l` IXI Tm fwm is co loved zho ltavnaod PON COnlrol Copan" � tWb a�AdtlLfO buta�» for a�a �tnct ¢at of ktfnpalur to ea>Im= pan" por ruponH idudinp 3i�o3ew is Ktin+i�ai�j uinnielk+�. suuch7nSi VAT&p lit♦ Samar & vaat m and rawm d*v lho data ncvaud. and =Vwaag No (ovtowrtp rho oW Woe ar ta►omllwt, rrrra mxttat W a mundiaoh end is ro urea to cbWm tw OR& HUD mar and vAW r,is k9unnoilrm, CN YW Am not ragWW b =nploto M Kura, Pro= k Obplp):2 t.•urr VTJ data Cub ronrol MAW. Stylecraft Builders, Inc. man 24.CFA ZWa20d(hX3) rectiras that Thn skew ice HUD hwx-ad arvd mvi; moat Txr too al tomdto haoads. 71� Inlrxrrtotiorr coAa on toq�dtob >ho balaor to caw thm an WAaitw Post Cvrrrvl WnpWW pothrrrted aA 1 ogvrrad traatmau for tentotao. and that Atv ttuWv 6u uarnoao dw uootatl atna a0m.1 a umlion kv ato yaer. Doll", post mud compusiaa rnort X6 Terdm . homrtt"M and t- o zs a racaid of troxmont rt cpMW uomoa wa; Um aw h1dtaxt2vn cofCftad. i tfe idfOtltliLatf io M cvpzW &wd mdidw&;t. _ 11ua rgaarlls rartxdRtnator IrformattOrtrrl parrxisrw m rhv trutrdar OA proposaa (now) tmtutuuctrar t:axoyxf»r, sop troatmoa: for prvonUan o: a.,urananoan lamitb. iAfarrll"n Ie apedAod b5' tiro DsfWa . araamor, .sr rogvkaJ uy a+u lorWar, tvetttrecc. �tt4, nr Va. . All 0=aW tot &orv+ooa aro txuwoov trio Nast Control aperawr and bulidsr, prdtats stated WlanV44. r4coon i; General krfo msalon (TruWto Cethpany I,doraM09W�! GcmpanyAddrasp 0 T ox CITY!1 _ zp'! r� � Company DuLQ1at; Wawwa No. T 41 Company Plum Nil. 6 ed FHWA Caao UM (V any) • ` GarlfoA 2t BnifdK InttYYalatlOn catnpany Namo Pnnna No. ' sossloa 3: ptana:tr:nfortltauaTt U � Uptlm of $tr &&xo (a) iloutvd (Skmol A r.0 vaa ar Lope) Desalpt(oa City. Stptrr Will ZIP) '3jgsa of CanLQUaGan (MoreDianDior huX axry ba ahavt.eo) {S. S(ob r . Dsaoroork Crar+t �' Ottnr . App:46=12 mpth, of N W $: C)ade!_ - Typo of l li l ... SwIlon 4: Tmbaurd la10na49an l]ato{aj of 7saalatiant{s] stand Hatr:a of K&Ax4a) LhW v v�srrc. •+ EPAfx&ArAt(on No. AFproximalo Firrnl MIx Shcntlon 5» 0 /t ptnxlnTats `'tto of Traakuvnt hraa: Sq. it. 1Jaaur Ureor IL at Maronry VOUD Appuxfwto Total t8nilonA of SdWon ApAd Was Itgptrrt M w1vowd on oxtt dart Yes 0 Na 9MIW AgroamopL Avdt WQ7 M Yes 'n NO NOW Soma ef-0 Tutrd roquko oomco apraemonrn la ba (aouod Thla fwut dvati nut prompt arato tMv. c rdaatlat Na (U resod kY Stata IWO rm npAUt ator hea usod a product In acs akuzu with rho Froduot 13Ijol anc atato requlre=.I . Ak ttealawrt raalarWl; and mothm4 wsod rornply with am And fadarw f4gutagoa8. y� _ Aµlttfadwd ftnatwu wU vrow m toho t1' �lnv FOIgt NPGA-6" may 011 bo tw4,d Dyta a INtis HUD-HRCA Qua (tYU:pW) Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: PLAN #1613-CM Report Date: 07/08/08 Data filename: S:\ACAD\Archived\Old REScheck\1613 3815 Snowdance.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: 3815 Snowdance StyleCraft Builders Inc. College Station, TX 4090 State Highway 6 South Permit Date: 7/8/08 College Station, TX 77845 979-690-1222 Cor�piianc�e APasses Mazimuiri UQ4582 Your Home UA. 498 10°lo 136ttk Than Code (UA) Maximum SHGC: i 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 1495 30.0 0.0 52 Ceiling 2: Cathedral Ceiling (no attic): 118 19.0 0.0 6 Wall 1: Wood Frame, 16" o.c.: 1424 13.0 13.0 56 H: Solid: 20 0.500 10 A: Solid: 18 0.500 9 A: Glass: 18 0.580 10 SHGC: 0.40 W11: Metal Frame, Double Pane with Low-E: 210 0.670 141 SHGC: 0.40 Floor 1: Unheated: , Insulation Depth: 0.0' 205 0.0 214 Air Conditioner 1: Electric Central Air: 13 SEER Furnace 1: Forced Hot Air: 80 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. oposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the andat quire lis Ip the REScheck Inspection Chec ist. -1:�rYLEC2AIF —I Builder/Designer Company Name Project Notes: Previously saved project information: SPEC 3815 Snowdance Court College Station, TX Stylecraft Builders, Inc. 4090 St. Hwy. 6 S. College Station, Texas 77845 PLAN #1613-CM Page 1 of 1