Loading...
HomeMy WebLinkAboutRES2008-02217, 08-2218�I • / / �, � i / PREPARED 1/13/09, 8:02:50 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 1/12/09 ------------------------------------------------------------------------------------------------ ADDRESS . : 3811 SNOWDANCE CT SUBDIV: WESTFIELD VILLAGE PH 6 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER BCS DEVELOPMENT CO PHONE PARCEL 650730-0614-0150 APPL NUMBER: 08-00002217 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 8/07/08 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/07/08 AP August 7, 2008 9:43:25 AM glsouth. B115 01 9/25/08 BB BLDG, FRAMING TIME: 17:00 9/25/08 DP September 24, 2008 10:43:44 AM glsouth. Back left corner of house needs to be OSB braced. Make sure all OSB braced walls have a top and bottom row of nails 4" ' O.C. Front wall of house needs correct nailing pattern. B115 02 9/30/08 RH BLDG, FRAMING TIME: 17:00 9/30/08 AE September 29, 2008 2:21:39 PM ccourt. f Tape all seams on STURDY-R exterior wall board. By insulation. B130 01 10/03/08 OC BLDG, INSULATION TIME: 17:00 10/03/08 AP October 3, 2008 11:35:47 AM ccourt. B132 01 10/07/08 BB BLDG, SHEETROCK FASTENER TIME: 17:00 10/07/08 AP October 7, 2008 11:52:51 AM glsouth. B125 01 1/12/09 BI BLDG, FINAL TIME: 17:00 January 12, 2009 3:29:06 PM kgreen. -------------------------------------- COMMENTS AND NOTES -------------------------------------- 16 ?�lI,Q;G QrA-TZO r� WF1066292 / 001 City of College Station PAGE 1 r REQ. DATE: 07/25/08 07/25/08 16:32:02 LOCATION: 3811 SNOWDANCE CT LOC ID: 200058 REQUESTOR: STYLECRAFT BUILDERS ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 07/25/08 SCHED COMPLETION: 07/25/08 ******************************************************************************** JOB ORDER RESULT COMMENTS SHEEP: G-1 AREA SUMMARY ooN�NN~N 4 � Q a ¢QWL�i.H�ri oho<ow 0 n n3811 _ Nno °on W FRONT ELEVATION B Q o 2 SCALE: 3H6"=T-0" ^ /T 3811 SNOWDANCE � W O�kwo THE ENCLAVE AT WESTFIELD Z 0 " LOT -15 ��wo BLOCK - 14 PHASE - 6 °° U �N 0 a w oQz�Q 0 "QWz w SHEET INDEX COVER SHEET G-1 SITE PLAN C-1 FLATWORK DETAILS C-2 FOUNDATION PLAN S-1 DIMENSION PLAN S-2 FRAMING PLAN S-3 FRAMING PLAN S-4 _ROOF DECKING LAYOUT S=5 FRAMING -DETAILS S-6 FLOOR PLAN A-1 DE I AILS %�—L ELEVATIONS A-3 CABINET LAYOUT A-4 FLOORING PLAN A-5 ELECTRICAL PLAN E-1 FINISHING NOTES 1. 2. 3. 4. 5. 6. DRIVE BY NOTES FIRE HYDRANT? STAND-UP OR LAY -DOWN CURB? UTILITY POLES ? EXISTING FENCES? STORM DRAINS AT FRONT? MANHOLE COVERS ON POPERTY ? EXISTING SIDEWALKS? PUMP TRUCK NEEDED? INDICATE LOT SLOPE ON PLANS INDICATE TREES EXCESSIVE LOT SLOPE, LOCATE DRIVE ON HIGH SIDE CHECK FOR MIN SLAB ELEVATIONS NOTE FOR ANY LOT ANOMALIES DATE: CHECKED BY: 5 4 N 48041'04" W 45.00' a SHEEP: C-1 AREA SUMMARY um== E �E -- I� 2 ao U O I � I W c/) co 00. W co Go M o r- Op 1 �! (, Z w 0 i I 3811 SNOWDANCE COURT SOD SCHEDULE NET LOT SQ FOOTAGE 2775 SQ.FT. FRONT SQ FOOTAGE 1808 SQ.FT. BACK SQ FOOTAGE 967 SQ.FT. 1 DRIVE BY SCALE: 1'=20'-0' C-2 1/2" DIA. SMOOTH DOWEL 2'-0" LONG W/ PVC CAP - PLACE IN SLAB OR DRILL 9" INTO EXISTING GRADE BEAM. TAPE CAP TO LEAVE TOOL EDGE E.J.T. 1" ® END OF ROD 4" THICK PAVING 3000 PSI REINF. W/ #3's @ 18" O.C.E.W. MID DEPTH USE CHAIR SUPPORTS DISCONTINUE REINF. 0 E.J. IX REDWOOD DIVIDER D SECTION I'D" N.T.S. CONTINUE REINFORCEMENT THROUGH KEYWAY TONE CHAIR PER 4' THICK PAVING 3000 PSI 4 SO. FT. MIN. REINF. W/ #3's ® 18" O.C.E.W. MID DEPTH USE CHAIR SUPPORTS C SECTION "C" N.T.S. 3/8" DIA. DOWEL W/ SLEEVE. DRILL INTO EXISTING SIDEWALK ° EXISTING 9DEWALK IX REDWOOD DIVIDER B SECTION "B" N.T.S. 3/8" DIA. DOWEL W/ SLEEVE. DRILL INTO EXISTING CURB d[ a a 8" X 8" BEAM W/ 4 #5 REBAR ASECTION "A" N.T.S. C C 3 a D BUILDING LINE d 4 C D 4. < 4 4 CONTRACTION JOINT C ° R C a 4 NSTALL EXPANSION JOINT C MID —DRIVE IF OVER 45' a ° ° Q d M E S < PROPERTY LINE < <41 d d4 4 4" THICK 3000 PSI CONC. REINFORCE W/ #3 BARS < B a @ 18" O.C.E.W. zI d VERIFY WIDTH OF SIDEW LK� CITY SIDE WALK IN FI LD 6, a a e�/ L, vs � O rO B ( ) MAIL BOX 4 y ° a d [� r < d r n A r n LAYDOWN CURB DETAILS a DNTRACTION JOINT WHEN RIVE < 16' WIDE THICK 3000 PSI CONC. INFORCE W/ #3 BARS 18" O.C.E.WW. DNTRACTION JOINT STALL METAL 'KEY'NA (P. JOINT W/ 3/8" DIA. ICK DWLS. @ 18 O.C. / SLEEVES ONE SIDE O CV. AREA SUMMARY fV N 0 p C) UU M1 V ` V Qz r-4 0 F c� ro V �-+ U x 00 W o m F�1 a a WESTFIELD VILLAGE SUBDIVISION FOUNDATION NOTES AND DETATLS GENERAL NOTES1. THE 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 REVISIONS THAT MAY BE REQUIRED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS. FOUNDATION AND SUBGRADE SPECIFICATIONS 1. REMOVE SURFACE VEGETATION, ROOTS, MID ORGANIC MATERIALS TO A DEPTH OF 6. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL 2. COMMON FL A S SOILS SHALL CONSIST OF SOBS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOIL (NATURAL SOURCE) SHIALL BE FREE OF ORGANIC MATERIALS. A PLASTICITY INDEX OF LESS THAN 20. 3. FILL MATERIALS SWILL BE PLACED BY BOX BLADE 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. S. PROVIDE 6 ML THICKNESS WATERPROOFING BENEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALT. BE VIRGIN POLYETHYLENE PLASTIC FILM. OVERLAP 24• OVERLAP JOINTS. .. _ REINFORCING STEEL SPECIFICATIONS 1. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615. GRADE 60. EXCEPT93 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 I 2- DETAILING MID FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, AC 315E UNLESS SHOWN OTHERWISE. LAP CONTINUOUS BARS 30 BAR DIAMETERS ATSPUCES, 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 S. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRE) BY THE MANUAL OF STANDARD PRACTICE, AC 315. CUURS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. e. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 1M ACI CODE T. WHEMTHE GEOMETRIC CONFIGURATIONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHEIWASE, THIS REINFORCING SHALL BE 3-03 OARS X B-(' LONG 0 4' ON CENTER AT EACH SUCH CORNER, PLACED WITH TYPICAL SUB REINFORCING. CAST PL ACE ACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BULDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31L 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (SAND AND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3AOO 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 KEYAT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BEAPPORVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL L 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' IL ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER T. CONCRETE PLACEMENT SHALL BE ACCOMRJSHE] BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PIMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET. S. CONSOLIDATE CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR DESIGN CRITERIA 'REFERENCE GEOTTCHMCAL ENGINEERS REPORT PREPARED BY CME TESTING AND ENGINEERING, INC. TITLED 'WESTFIE D VLIAGE SUBDIVISION - COLLEGE STATION, TEXAS"MAY 2DO2 FOR SOL CONDITIONS AND FOUNDATION DESIGN CRITEBA RE -BAR SPECS NOTE: ALL GRADE BEAMS MUST BE AT BAR MIL LAP MIN. RADIUS LEAST 6" INTO UNDISTURBED NATURAL 617E INCHES 20- S GROUND. #3 12" 15J16" 94 12" 1-1/4' #5 15" 1-9/16" #6 20' #7 26• 2-5/8• #8 35' 3' DICK COUNT TOP BARS 14 #5 BOTTOM BARS 4 #5 BEAM ■ EXTER OIR BEAM DEPTH 32" INTERIOR BEAM DEPTH 32" 93 BARS @14" O.C.E.W. \" #3 STIRRUPS @ 36' O.C. 4 95 BARS TOP &BOTTOM 6 MIL POLY W.P. SELECT FILL • 1 INTERIOR SLAB DROP A INTERIOR BEAM BRICK 8' x 11T ANCHOR BOLTS 2-1/2• ABOVE F.F. 48' O.Q LEDGEN 5Y _�1AND WITHIN 12" IF DOOR OO KID c F��-a--/ --- --zr - — —F.== O �m / #3 BARS @ 14' O.C.E.W. /� ED • O D >�\ \\� / #3 STIRRUPS @ 36" O.C. a " \� O Tp i _ 4 #5 BARS TOP & BOTTOM I a I g m7 6 MIL POLY W.P. // 1 J `� R SELECT FILL 3EXTERIOR BEAM @ BRICK LEDGE EXTERIOR BEAM @ EXTERIOR WALL ----=.3]--=- Z I n\ �m / of • \\�/ #3 BARS @ 14' O.C.E.W. I la fOUJ Oj j I \ #36ARS@12'O.C. /\\\ pj gtn I d I \ #3 STIRRUPS @ 36' O.C. / I \\ N j M \ 4 #5 BARS TOP &BOTTOM I Z 6 MIL POLY W.P. SELECT FILL S /� !- / /. BEAM @ GARAGE (� GARAGE (,EXTERIOR BRICK LEDGE 5EXTERIOR BEAM BRICK LEDGE vs^.wtEvs•-ra Arc+ra '7 N _ F v b � •` � i I1C\ 4 \ I ��llC :ill ;Iti 'v' III \ ,O i 1 \ .0 I EE 1 FOUNDATION PLAN SCALE: 3/32"=V-0" rel N N N eileen merritf's ]OATS www.ats-engineers;com Engineers Inspectors urveyors 4611 BEE CAVES ROAD, STE 200 AUSTIN, TEXAS 78746 (512) 328-6995 FAX: (512) 328.6995 IRC 2003 IRC 2006 Copyright m 200B ATS ENGINEERS ALL RIGHTS RESERVED AN mpf W 0— Sb.dw M. .heir L ..6 > N pd, b W:ly r�'be.l ASS N rt . mHU. --A .r: as cvc = SEE SHEET W-2 FOR LEGENDS, DETAILS, AND NOTES rp l 13 �` ilsaiii:Siiii -*. . MICHAEL H..MATUSTIK. 75494 • • ; �v l�sS�DiYAL ::�-J r.. 0 -WINDOW OR WALL SIZE DOES NOT AFFECT BRACING THIS PLAN ACCOUNTS FOR VARIATIONS OF WALL AND WINDOW SIZES PER ELEVATION SHEAR WALL AND NAILING SCHEDULE SHEAR WALL DESIGN BASED UPON FOLLOWING ASSUMPTIONS U.N.O. 1. ALL WALLS SHEATHED W/ 1/2- THICK GYPSUM WALL BOARD, INCLUONG GARAGE. BLOCKING IS NOT REQUIRED BETWEEN STUDS ATTACH W/5d NAILS (OR EQUAL) AT 7- O.0 AT TOP k BOTTOM PLATES AND STUDS. 2 ATTACH UPPER FLOOR BOTTOM PLATES W/ 16d NAILS 0 12' O.0 MN OR BETTER 3. THIS DESIGN DOES NOT RELY.ON ANY CONTRIBUTION FROM THE CEILING DIAPHRAGM. RATION W/ 1/2' 0 X 10" ANCHOR BOLTS 0 72' O.C. AND 12' FRON DOORS FOUNDATI( PLATES AT INTERIOR' WALLS ANCHORED TO FOUNDATION W/HIL71 X-DNI POWDER ACTUATED NERS_(OR EQUAL) 0 16' O.C. AND WITHIN 12' OF EACH END — S. ONE'ANCHOR BOLT SHALL BE PROVIDED AT EACH END OF NARROW GARAGE WALLS, NEXT T GARAGE DOOR OPENING 7. THE MOST RESTRICTIVE PRESCRIPTIVE FASTENING REQUIREMENTS OF IRC TABLE 602.3 OR IBC 2304.4 1 SHALL APPLY. B TFIS WNOBRACING PLAN IS VALID ONLY FOR LISTED ELEVATIONS AND OPTIONS 9. ALL WALLS DESIGNATED SW ARE CONSIDERED BRACED WALLS AND Sal BE DIRECTLY SUPPORTED BY FLOOR FRAMIW 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) I6d NAIL 0 16- ON CENTER OR EQUIVALENT WILING SHEATHING SCHEDULE LEGEND CDX PLYWOOD OR 7/16" OSB RATED SHEATHING (ONE I NAILS ® 4' O C ON EDGE AND 12' O..0 IN THE AEI ®15/32- COX PLYWOOD OR 7/16- OSB RATED SHEATHING (ONE SIDE), BLOCKED, NAILED W/ 8d COMMON NAILS 0 6' 0 C. ON EDGE AND 12' 0 C N FIELD. 01/4' NW1DI PANEL (ONE SIDE), BLOCKED, NAILED W/ 6d COMMON NAILS, 2" LONG, 0 6" O.C. ON EDGE AND S' OC IN FIELD. ISE ON PLAN) S1RAP, BRACING TO BE NAILED TO UNDERSDE eifeen meuitt's ]OATS vim.ats-en g ineers.com Engineers IL I ns actors & gurveyors 4611 BEE CAVES ROAD, STE 200 AUSTIN, TEXAS 78746 (512) 328-M95 FAX: (512) 328-M 'r IRC 2003 IRC 2006 CopgF)ghtO2008ATS ENGMMM ALL. RIGHTS RESERVED AD mP kV d Mu 2.& d K� AAW is dus r b rd u ,Ndy F.Mff-d, .Hxd Du )d. rAl..—i ed- AA 04155 NOTES: 1. ADDITIONAL WIAD BRACING ADDED BY CONTRACTOR 14 ACCEPTABLE TO THE ENGINEER 2. ENGINEER HIS DESIGNED 1'IND BRACING ONLY. 3. CONTINUOUS TOP PLATE OR DETAIL 1,2 ON DETAIL SHEET 4. OSB MAY BE PLACED ON WHER 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. ALL DETAILS MAY NOT APPLY. SEE WINDBRACING PLAN FOR SPECIFIC REFERENCES TO DETAILS -- LEGEND: Y~ 2-PLY DRAG STRUT (REF. DETAIL SHEET) SHEAR WALL LINE (2) 2 X 6 SYP i2 (2) RAPIERS OR BERER SL9o'A%HWG DRAG STRUT W (16) lU WA,. (B) FACN SIDE OF PARER SPIX:E (2) MAPSOII }G110 = ONE FOR EARS RAFTER SRJG.YO DRAG SmoJ, A7T oo m RAFTER W/ SOS 1/4• X 11/2- AND ATOICHED TO PATE A/ (4)-SOS 1/4' X Y `DSL TOP PATE ATCC ROW. FIOA AND WALL LADS 70 E S11PPo61ED INDEFIDIDEHRY OF.ONG slmrt DEAR IS 501UC1UWTUY Aom7E 4IM FM CElt THAT DODTD 4'-0" MOM NMM OF HONE FROU PLATE, AND FORA 9ft U (2) 2 1ER PROJECTED LENGTH OF lT-0'. Z�DRAG STRUT TO RAFTERS mLTls l MID TIES EACH SXIE OF DWG SMIT AM (4)-SDS 1/4 X RA ADDDOH.LL HGUi 0=1 AM ROOF. .A I l I MU TOADS TO BE SUPPORTED DDiDEFIDo R.Y of m II II If PERPENDICULAR CONNECTION DRAG STRUT TO WALL 2 --Nis SI"N VW 7a PLATE ZED AT EACH SM OF DRAG SMUT. 9=09 RM W/ BOTTOM OF UL TOP PLATE A4/ G W/ LAN (7) Dd W S NNW TOP RATE. AHD WN (7) Ba Its 0A0 wG smut. DFFSEr Pm off FADE SIDE OF DUG STAR AVOWAL TIE PLATS OL BE MMED ON TIM AS (2)-FLY DRAG Mall 2) b6 &W o .....—. 1 -C3L. TOP PWE � » Anr.ROW FLOMARD I I I I I WALL LOADS TO BE SUPPORTED QIDEPENDFNB.Y CF DRAG sma I I I I l l ORAL Sw wg CYDTIAP TOP FATE e0= $ PARALLEL CONNECTION DRAG STRUT TO WALL smF- m A' 0 STEEL STRAP (REF. GENERAL NOTE 100 ON WD40BRACING PLAN SHEETS). WRAP STRAP AS REO'D TO ALLOW HOLES TO BE NAILED TO STUD CLUSTER, AOOL WRAPPING IS PERMITTED. STUD CLUSTER AT CORNEA D ETAI L V z V m Q � 0 0 Lu c N Lu Lu (Z V Z Lu tc# SCALE TUTS W-2 �SrHEEP: S-2 AREA SUMMARY wrS.ww= � OONOr—N V7M 0MG's G�NctNNN N H� U Q ` a O va�Q ¢Qr�WwF A QWQ�d F ��E��E- 000�0 b B CIA N s EMP o v W^ W �F o Nj big — ^ OV 00 a O -r�MP y M w rn F ti �� MP E-+ -TEMP �Q �Qi v z oQzmw Ua Q Tsme z wUa��w ti aQ 1 ill LL DIMENSION PLAN SCALE: 3132"=1'-0" DOOR AND FRAME SCHEDULE NUMBER I SWING HEADER DESCRIPTION WIDTH HEIGHT WIDTH HIE GHT 026 2'-0" 5-0" Left 2x6 2'-8• 510-1/2' H.C. INT. 2-PANEL 008 2'-8" 5�' Left 2x6 2'-10" 510.1/2' - H.C. INT. 2-PANEL 001 2'�" 6'-8' Left Zx6 3'-0' S 10-1/2" EXT. 15-LT. FRENCH 003 2'-0" 6'-8' Right 2x6 7-0' S 10-12" H.C. INT. 2-PANEL 005 2'-6' 6'-8' Left 2x6 2'-8' S10-1/2' H.C. INT. 2-PANEL 004 2'-0: 5-6" Left 2x6 2'-2' S10.12' H.C. INT. 2-PANEL 002 PR 1'-0" 5-8' NA 2x6' 3'�' S 10-1/2' H.C. INT. 2-PANEL DOUBLE 006 2'$' Ste" Right 2x6 3'-0" 5 10-1/2" EXT. 15-LT. FRENCH 00T 2'-0" 6'�" Left 2x6 Z'-2" 510-112" H.C. WINDOW SCHEDULE NUMBER SIZE HEADER ROUGH OPENING DESCRIPTION WIDTH HEIGHT SIZE HEIGHT WIDTH HEIGHT 1 2'-0" T-0• 2x6 8'-10• 2'-0• T-0" 1-1 S.H. 2 S-0' T-0' 2x6 8'-10' 5'-0' T-0' 1-1 S.H. 3 2'-0' T-0' 2x6 8'-10' 2'-0' T-0" 4 3'-8' T-0' 2x6 T-10' 3'-0" T-0' D-0 S.H. ARCHTOP 5 3'-6' T-0' 2x6 T-10' 3'-0" T-0' D-L S.H. ARCHTOP s 2'-0" s'-0• 2xs s'-1o" r-0• 5-0• 1-1 S.H. 7 4'-0' 5-0' ?�8 6'-!0' 4'-0' S-0" 1 : S.H. 8 Z'-0" 6'-0' 2x6 6'-10" 2'-0" 5-0' 1-1 S.H. 9 2'-0" 1'-4' 2z8 4'S 2'-0' 1'-4• 1-1 FIXED 10 2'-0" 1'�1•' 2x6 4'-5' 2'-0' 1'�' 1-1 FIXE E,� �i • I� / I si I C% /s ;fie s ELECTRICAL LEGEND 110 VOLT OUTLET � LIGHT FOCTURE 220 VOLT OUTLET -�- WALL -HUNG LIGHT SHEEt: ��P E-1 ' SUMMARY I I JnEnE EnRV) I OONOI-N - N N I I I I � a (� z owN D' [VAC] I - OdOWO I I; I �{ I I I I .�CMP I y nCIAo i I I w 1-� �i S. � F ]PC. C N -� F+i o � L - - - - J h O W Rio � U a c y -- -- D L. Q N d zW i ( Q C8 �wrwq�Z �Uaw B0 U FINISHING NOTES --- 2. a 3. 4. 5. 6. i PL SCALE: 1/B'=1'-0' AREA --db ( D. BEAM SCHEDULE NUMBER QUANTITY SIZE zxlo zX1z zxs zxa ACTUAL LENGTH DESCRIPTION USAGE DB-01 2 • 6'-4' tp YELLOW PINE DROP BEAM A DB-02 2 • 4'-31/2" #3 YELLOW PINE DROP BEAM A DB-03 2 • 12'-7 1/2" t/3 YELLOW PINE DROP BEAM A DB-04 2 • Tom" ti3 YELLOW PINE DROP BEAM A DB-05 2 • 18'-71/2" #3 YELLOW PINE DROP BEAM A FB-01 2 • 10'-10" it3 YELLOW PINE FLUSH BEAM A FB-02 2 • 11'-11 3/4" it3 YELLOW PINE FLUSH BEAM A FB-03 2 • 3'-11 3/4' !f3 YELLOW PINE FLUSH BEAM A FB-04 2 • t 1'-11 3/4' #3 YELLOW PINE FLUSH BEAM A FB-05 2 • 5'-71/2" #3 YELLOW PINE FLUSH BEAM A FB-06 2 • 5'-7 1/2" t/3 YELLOW PINE FLUSH BEAM A FB ., . . ' - — -- — . - -- ---- - - - - s/ - - -� ��► %� y% /, ems- �� G s/ • ' I is I� -- - - S' %•, -� .fir % %� - — - — W, :. .. i_;. _ -- __ - __. _ _ -... _.-�G__i- L� • - �, �� - - • �_�)♦�� /yam - - /�-- -- -._._ - -- - �i--i� l� JOIST & -XV 0 -ONE 09 5 • 15-31/4" #2YELLOW PINE I01 N FRAM G LEGEND 4-00 CEILING JOIST J-00 FLOOR JOIST ® RIM JOIST FB-00 FLUSH BEAfiA - B-00 DROPPED BEAM B-00 RAISED BEAM MPS CONTINUOUS STRUCTURAL PLYWOOD SHEATHING LIB LET IN BRACING ® WIND BRACING GB GYPSUM BOARD BRACING SHEET: S-4 AREA SUMMARY ",w w r=, = u. /1,V1 V]'V� O, � OION0( "' V�MVr MG\ G�N� V)cq (V N a ¢W¢ QQW(�F-'Ua'7 O0¢[�(� �i E- UC7�alo r-1 N N N o U .. W a Q�Qo O � � o U oMo �° �T� F• W ,n Q � o�Z �wwQWz c/) - w ul 1 ROOF FRAMING PLAN SCALE: 3/32"=1'-0" ROOF FRAMING NUMBER QUANTITY SIZE ACTUAL LENGTH DESCRIPTION USAGE HV-01 3 • 10'S 1/2" #3 YELLOW PINE HIP -VALLEY B HV-02 1 • 13'-01/4" #3 YELLOW PINE HIP -VALLEY B HV-03 1 • 23'-11 3/4" #3 YELLOW PINE HIP -VALLEY B HV-04 1 O 6'-3' /t9 YELLOW PINE HIP -VALLEY B HV-05 1 • 5'�5" 113 YELLOW PINE HIP -VALLEY B R-01 1 • 2'-0" #3 YELLOW PINE RIDGE 6 R-02 1 • 53-6 3/4' #t3 YELLOW PINE RIDGE B R-03 1 • 5'-10 1/2" #i3 YELLOW PINE RIDGE B R-04 1 • 9'-4' #3 YELLOW PINE RIDGE B RA-01 59 • 22'-0 1/2" #3 YELLOW PINE RATER B RA-02 2 • 20'-51/4' #3 YELLOW PINE RAFTER B RA-03 2 • 18'-10' #3 YELLOW PINE RAFTER B RA-04 2 • 1T.2 3/4' #3 YELLOW PINE RAFTER B RA-05 2 • 15'-71/2" #3 YELLOW PINE RAFTER t m ( ( ( �,➢ QI G�FD t� t�1 ( t�1 l� t t QI t�l m 0 m 0 m rm SHEET: 3 1 2 S-5 4 1111 7 5 I 2 121 AREA ` 4 120 SUMMARY 12 8 I 6 www,w= w 12 j 119 oocv�oC�c� to MGM 01' 17 13 9 10 �N�NNN 13 114117 118 22 1,8 14 10 Q 15 10 114 113 116 UQwa 23 19 6 109 112 115 E-UC7�a� 28 24 20 3 108 111 29 25 21 102�--107—Elio N 34 30 00 8 101 106 0 77 35 31 7 U o 97 100 105 �j, �- W 40 36 32 (� H z 2 96 99 F 41 37 3 104 �--I 91 95 a o 46 42 38 0 x U 6 90 94 00 � 4� o M 47 43 9 a � 85 89 93 w N 52 48 44 0 84 88 53® 50 G, t5 79 83 87 56 54 51 N 6 78 82 Q z Q 57 55 66 0Q0ri1F, CaL4 U � 77 81 c4wwQgz 59 58 65 69 wv��w, Q 64 73 76 Q 72 TT, 60 68 75 63 61 67 1 RO DR --KING YO 70 SCALE: 118"=, '-0• WINDER STAIRS: TREADS TO BE A MIN. S' ON NARROW FJ7GE`AND NARROW EDGE . i; ENGINEERED MEMBER FILLER IF NEEDED BRICK EXTERIOR - 2x8 TREATED TRIMMER I SIDING EXTERIOR - 2x6 TREATED TRIMMER 2x4 STUD (2) 2x4 CRIPPLES FROM 14' 2x4 UTILITY DRYWALL NAILER ANCHOR BOLTS / 45" CHAMFER AT BOTTOM HANDRAILS TO BE 34-38" FROM LEADING EDGE OF TREAD VERTICALLY TO HANDRAIL GUMR!3RA! I INTERk!ED!ATE RAIL AND SPACING SHALL PREVENT PASSAGE OF A 4"SPHERE 2x12TREADS 2x6 RISERS 2x12 #2 STRINGER 4STTAIR��ND RAIL DETAIL I 2x4 T STUDS AT 16" O.C. 2x4 BOTTOM SOLE PLATE 3/4' FLOOR DECKING 2x12 RIM JOIST AT EXTERIOR 2x12 FLOOR JOISTS AT 16" O.C. 2x4 DOUBLE TOP PLATE-20' UTILITY 14TWO STORY SECTION SCALE: 1/4'-I'-W BRICK SOLDIER COURSE 3/4" FOIL BACK SHEATHING FACE BRICK= METAL WALL TIES TO BE 22 GA. X.1' NON -CORROSIVE METAL AT 24- O.C. EVERY 5TH COURSE (iYPICAL)- WEEP HOLES AT 33" O.C.- 1 GARAGE DOOR HEADER DETAIL SCALE.' 114�1-V t/2' CELOTEX INSULATION 2 - 2x12 W/ OSB FILLER OR ENGINEERED MEMBER BRICK 5"x5"x1/2' ANGLE IRON 1/Y DIA. LAG BOLT @18" O.C. TREATED 2X8 5GARAGE LINTEL DETAEL SCALE: I 2EXTERIOR HARDI-PLANK DETAIL SCALE 19-1'-0' KDAT OR FJRW FRIEZE —(2) 2x6 HEADER ---VAPOR BARRIER - #15 FELT �—HARDI-PLANK SIDING —SIDING NAILER - UTILITY `1x4 HARD[ -TRIM BATTED INSULATION —21Q KDAT OR FJRW —LET IN BRACING 2x4 STUD TYP. 2x4 NAILERS AT12' O.C. #3 UTILITY FROM DROPS 31NTERIOR "T" DETAIL SCALE: ,!4'=1'-0' 2x4 BLOCK RAISES BEAM FLUSH BEAM CEILING JOIST ABOVE JOIST SET DROP BEAM C.L. C.L. C.L.- C.L. C.L- - - - - - - - - - - - - C.L. FLUSH BEAM: RAISED BEAM: FLUSH WITH CEILING. USED TO RAISED ABOVE CEILING. TWO HANG JOIST SETS ON. DO NOT MEMBERS (SAME SIZE AS CMING BRACE TO A FLUSH BEAM. SEE DROP BEAM: JOISTS) NAILED TOGETHER PLANS FOR SPECIFICS. INTRUDES INTO HEATED SPACE. BEFORE INSTALLATION. CAN BE GW CARRY JOISTAND ROOF USED TO BRACE ROOF. SEE LOAD. SEE PLANS FOR SPECIFICS. PLANS FOR SPECIFICS. 6FLUSH BEAM '7D�R0/P-BE AM gRISED BEAM 2x8 RIDGE BEAM 2x4 #3 COLLAR TIE AT 48" O.C. RIDGE BRACE TO WALL OR BEAM KNEE BRACE AT 48" O.C. PURLIN (SEE PURLIN DETAIL -'A' 2x6 #3 2x4 STRONGBACK CEILING JOISTS #2 YELLOW PINE AT 16" O C. TWO STORY SEGI ON INSERT LINE cc 90NE STORY SECTION SCALE 1/4 -V-W 2x4 BLOCKING (5) 12D NAILS 2x6 #3 RAFTERS AT 16" O.C. (MAX UNSUPPORTED LENGTH = 13'-0") — 2x6 #3 RAFTERS AT 24" O.C. 2x6 RAFTER TIE —2x4 DOUBLE TOP PLATE-20' UTILITY- 7/16" O.S.B. DECKING #30 FELT PAPER 1/4" HARDI-FASCIA NAILED TO LOOKOUTS --2x4 #3 BLOCKING-20' UTILITY 2x4 LOOKOUT 1/4" HARDI-SOFFIT 1x2 KDAT OR FJRW 1/2' GYPSUM BOARD 18' STUDS AT 16" 0.1 ARDI-PLANK SIDING -#15 FELT PAPER — BOTTOM SOLE PLA' FINISHED FLOOR — PURLIN (SEE PURLIN DETAIL "B-) KNEE BRACE AT 48" O.C. 2x6 #2 TOP JOISTS AT 16" 1 OCOFFERED CEILING SECTION SCALE: 1/4"--1'-T ®RAFTER �(2) 16D NAILS 2x4 93 UTILITY 20' 2x6 #3 PURLIN (2) 16D NAILS 2x4 KNEE BRACE TO WALL OR RAISED BEAM 16D NAILS AT 24' O.C. 1 1 PURLIN DETAIL "A" SCALE 1/411'4r PURLIN CONSTRUCTION NOTES: 1. CUT PURLIN. BRACE BIRDSMOUTH TO FIT PURLIN ANGLE. 2 PURLIN TO BE AT RIGHT ANGLE TO RAFTER 3. DO NOT PRE43ULD T BRACE INSTALL 2c4 BRACE FIRST. THEN JAMB 2c4 AGAINST RAFTER AND NAIL TO KNEE BRACE (2) 16D NAILS f2x4 2x4 #3 UTILITY 20' �2x6 #3 PURLIN (2) 16D NAILS KNEE BRACE TO WALL OR RAISED BEAM 16D NAILS AT 24' O.C. 12PURLIN DETAIL "B" sCALE 1/4'-r-0' SHEEP: S-6 AREA UMMARY cV "I N 00 O ® zU � � U V Q F CIO) o V 0 00 M �_4 a U W c v DOOR AND FRAME SCHEDULE NUMBER I SWING HEADER DESCRIPTION WIDTH HEIGHT WIDTH HIE GHT 026 2'$" 6'$" Left 21c6 r$• 6' 10-1/2' H.C. INT. 2-PANEL 008 2'$' 6'$" Left 2x6 r-10" 6' 10-1/2" H.C. INT. 2-PANEL 001 2'$" 6'$" -Left 2x6 3'-0• 6' 10-1/2" EXT. 15-LT. FRENCH 003 2'$" 6'$" Right 2x6 r$' 6' 10-1/2' H.C. INT. 2-PANEL 005 2'$" 6'$• Left 2x6 2'$' 6' 10-1/2" H.C. INT. 2-PANEL 004 2'-0" 6'$' Left 2x6 r-2" 510-1/2" H.C. INT. 2-PANEL 002 PR 1'$' 6'$" NA 2x6 3'�4' 6' 10-1/2" H.C. INT. 2-PANEL DOUBLE 006 2'$" 6'$' Right 2x6 3'-0' 6' 10-1/2' EXT. 15-LT. FRENCH 007 2'-0" 6'$" Left 21c6 r-r 6' 10-1/2" H.C. INT. 2-PANEL 017 2'$" 6'$' Right 2x6 r-10' 6' 10-1l2' H.C. INT. SMOOTH POCKET 011 2'-0" 6'$" Left 2x6 r-2' s' 10-1/2' H.C. INT. 2-PANEL 012 2'-0" 6'$" Left 2x6 r-2" 6' 10-1/2" H.C. INT. 2-PANEL 018 2'-0" 6'$' Right 2x6 r-2' 6' 10-1/2" H.C. INT. 2-PANEL 016 2'-0" 6'$' Left 2x6 2'-2" 6' 10-1/2" H.C. INT. 2-PANEL 014 2'-0" 6'$" Right 2x6 r-2' 6' 10-1/2" H.C. INT. 2-PANEL 015 2'$" 6'$" Left 2x6 r-t0" s' 10-1/2' H.C. INT. 2-PANEL 020 3'-0' 6'$' Right 2x6 3'-2' 6' 10-1/2" H.C. INT. 2-PANEL 021 16'-0• T-0• NA ENG. 76'-3' 6' 10-1/2' OVERHEAD DOOR 013 r-0" 6'$• Right 2x6 r-2" 6' 10-1/2' H.C. INT. 2-PANEL 019 2'$' 6'$" Left 2x6 r$' 6' 10-1/2" H.C. INT. 2-PANEL 027 1'$" 6'$" Left 2x6 1'$' 6' 10-1/2' H.C. INT. 2-PANEL WINDOW SCHEDULE NUMBER SIZE HEADER ROUGH OPENING DESCRIPTION WIDTH HEIGHT SIZE HEIGHT WIDTH HEIGHT 1 2'-0" T-0' 2x6 8'-10' r-0' T-0' 1-1 S.H. 2 5'-0" T-0• 2x6 8'-10" 5'-0" T-0' 1-1 S.H. 3 2'-0" T-0" 2x6 8'-10• r-0' T-0• 1-1 S.H. 4 3'$" T-0' 2x6" T-10' 3'$" T-0' D-L S.H. ARCHTOP 5 3'-s' T-0" 2x6 T-10• 3'-6' T-0" D-L S.H. ARCHTOP s 2'-0" 6'-0• 2x6 6'-10' r-0' 6'-0• 1-1 S.H. 7 4'-0' 6'-0' 2x6 6'-10' 4'-0' 6'-0• 1-1 S.H. 8 r-0' s'-0" 2x6 6'-10" r-0• 6'-0' 1-1 S.H. 9 2'-0" 1'�i" 2x6 4'-5' r-0' 1'�• 1-1 FOCED 70 2'-0" 1'�' 2x6 4'S r-0" 1'-4" 1-1 FIXED 11 3'-0' S'-0' 2z6 6'-10' 3'-0" S-0' 1-1 S.H. 12 4'-0' 8" 2x6 6'-10' 4'-0' 8' 1-1 FIXED 13 4'-0" 6'-0" 2x6 6'-10' 4'-0" 6'-0• D-L S.H. 14 10• 6'-0• 2x6 s'-10" 10" 5-0• D-L FIXED 15 4'-s" 1'$" 2x6 8'-10• 4'-0' 1'$' 0.L ROUNDTOP 16 2'$" 6'-0" 2x6 6'-10' r$• 6'-0' D-L S.H.TWIN 17 5-0• 2'-0' 2x6 9'-2" 5-0" 2'-0' 0.L ROUNDTOP 18 2'-6" 6'-0" 2x6 6'-10" r-s' s-0• 0.L S.H.TwIN 19 4'-0• 4'-0" Zx6 4'-5' 4'-0' 4'-0" 1-1 FIXED OBSC SG 2 O AREA I 001 SUMMARY I wwww- �w vlvlrnvlQrn COVERED PATIO I o_ o N o �,N OI +n M 0 cnlc1 7 ,a aG. s M. BEDROOM i �� N - O �� I O I I I U Q a j + 1 + O I oos s O I Upy ¢�¢ dQWwTF-'CV% B AKFAST 2M °R°"R I a IJ Q d I I ,v<xci 003 I Q W 00.<0wo 002 I I 02 O I I - I I I .BAT I I ,vaG. I I I 1 q r—� N ITCHE a I 1N-1 to I I ,aaG i i V' 0 I I 004 O ® U 7 h° oos I I w W v U � 7 FAMILY ROOM z Dos ,o'aa WIC Q r a cLc UTILITY 3 FD Iaaa ¢ ---- ------ V) ]PC. CRO r r -{.� W .16 F� 4t: a �° ,8 � x BEDROOM #3 DINING 17 `M� W o 7 7 t<' /V aG. O M � a y 6�� j1 W.H. I vHi .. 011 012 :._---------5 +r F+weowrx = ox+r e-� 14 +/ l 013 Is i -----� •--------- , "" t a.a I LH o L----� - i'a'• x�maP O it z W ols :i < N Rsa NTRY GARAGE p Z QWI . _ 018 019 r CLG. H E-1 WZ ozo Q�w n 14 15 Q � BEDROOM #2 > I mCLG. P, SC I- ^=r-0• (TYP) S/R'. TILE SHOWER DETAIL A DETAIL FIREPLACE / SHELVES DETAIL DETAIL C MASTER BATH DFTAII B SHEET: / A 4 I Z AREA SUMMARY s. V u, u. = lu, Cc OONOI�N I V'1M�MC1 wNNN .BATH 10' CLG. i U q M I F O U LL W v a K N •OQOWO UC7E- P.E) L GA () �l 00 .� U� I O �a ---------------------- I 1 m I B42BB e� H CD � 1 � � F I � 1 i a 1 I o V 1 Ux � m 1 i M KITCHE r 10' CLG. co ; N P� c21 I , I I 1 I SHELVES a I I � ; I I I � N I � 1 OgZgq O L-----------1 U� TIRE STOP ¢ U a W Z UaQ0w FINISHING NOTES q U 1. 2. > Q 3. 4. 5. s. 1 CABINET LAYOUTS SCALE: 1/4"=1'-0' 70 70 ?D 70 SHEET: 69 69 69 A — 5 68 66 68 63 67 67 67 67 66 66 66 66 1 65 65 65 65 - , AREA ' 64 sa 64 sa SUMMARY � 63 s3 63 63 COVERED PATIO 62 62 62 62 1a CLG. I O_ O N O N 61 61 61 61 I CT N dM- N N N so 6o 60 60 DI. BEDROOM I 1a CLG. I 59 59 59 59 I I 58 58 58 58 I 57 57 57 57 j I U Q 56 56 56 ' I a 56 I 1 55 55 55 55 I O (]'� 54 54 5a 54 - I I U p" ¢ W ¢ 53 53 53 53 B AKFAST :rc. cxax. 52 52 52 52 11acLG. 51 51 51 50 50 50 %NMI00¢Owo 49 49 49 49 I --- ------� in.E 48 48 48 48 I � � 47 47 47 47 I 46 46 46 46 I I 45 45 45 45 I BA 44 a4 44 44 a 1a MG. I 43 43 43 43 I I 42 42 42 42F�H I I 41 d, 4, _ I t ITCHE a N N 40 40 ap I i 1a aG 39 39 391 39 '00 36 38 36 38 37 37 37 37 36 36 36 36 I W 35 35 35 V 34 3434 34 FAMILY ROOM 77U 33 33 33 1a aG. WIC 3z a CLG. 3z 3z 3z 31 31 31 UTILITY a 3 a o 31 I^j 30 30 30 30��ir. 29 29 29 29 "------7sG[------ wu 1—M EQ- 28 28 28 28 -'-- zx. cxawn O �� F+i W 27 27 27 26 26 27 25 26 �--� O 25 25 25 25 '�/—,{ U 24 24 24 24 BEDROOM #3 23 23 DINING U 22 1a CLG. \ W O 22 M 1—i 00 z1 z1 21 20 20 20 1 1 1 1120 19 16 18 19 19 t8 18 t—_-----------' 1 irrvw Down u 17 17 17 17 T 16 15 15 15 t 5 wan I I .2.4 I to o L----J 14 14 14 BATH 13 13 13 13 - ,i • ! *we v I I 12 12 12 12 11 10 10 10 10 9 9- 8 9 g am Qn i;'• ';i w 7 7 7 6 6 7 NTRY 6 GARAGE Q - ' g 3 lacxc. 5 5 5 AINA r 5 e CLG. z (� 4 4 q 4 °QzQ� 3 3 3 o' 2 2 2 3¢ U~ w 1 1 1 7 INA ��i KiQ �w wUap;O q FINISHING NOTES BEDROOM #2 aCm , 1. 2. IT 3. 4. 5. 6. 1 1 SCALE: 118"=1'-0' SeP.15. 2008 1 : 3 9 P M Stylecraft Builders, Inc. No.6349 P. 2 New Construction Subtarrane>'n 7ermJte 0143 App iaval ha. 2sM-o5z� Soft Treatment Record (axP- ,� Imo► THs torn Is compknod by 1ho A oncod Pont Control Co Lnn FLOW"Pa;nrsa tiurdw stir = rXettt - d inttutnBIW Ii Uoaotatoe to a„�;>s� a— o 16 rt dubs, �r t.,�o�o. �:avaHair�o wc+o i;� ;�:ro�� li,�; . ,o�r�)�y •-r attsting data aatrrras, pammind ana ammlain Ana data newtld, and oornplubg end ievlawkip die Doraolott a Invorraawn nIw atrxtt�Cart a mandniory mY] a tiklu and to dJAIn ba OOL HUD MAY na PAW this ihlutmoft, and you an net repuhad oo aMMOZ Ark turn, urinau is Okpktys a atr 10/ raid CUB 0061 ' nmttbor. V90fep 84 CFA M.fk`00PP) tagdm,%dtat Cho area ter HUD Insumrd tnnuhm raga W Gvv ;d ;armllo ha.-dws. 771s; lnttxttstfon CON0.Yan tatlyfrpQ pt0 DUldCr th cattily ttau an aWl+wuod AeCt C<trrirul eartyt�typorAimod 61l roggUod Ceall)Vnl t>r lonUft. lot cm yew. Vutldara, pact mra eomptut m mtsgeyo lorcroro, ixuw4":4 and HLO as a rawid of b'oatmonl tt r apatifiu hunM4 wA um nlw WENgW, w rAcacd. Tho btfa"urba tQ nd ocoridrrad mittrutont)ttr. 'C19axcpC iIcazrcm8,tadforInformationiclpurpomtothebultduronpropoAan(new)1:dmirucuorcwws.xhor.:oQAow ionttarpr.wonbon01subterranBan Iprtrtft& inleetat;gn la epacldad by Elio bAdor. ateltuool, ur roquirud by tho IonrJw, arehllaPt, PHA. or VA. Aa WMfdaa TO60rvi 0a ar0 I;Wma T DID PDSI Cpn" Operator and b Uldar, UWQIA itatad othanvi:ta, M�,... $at 3loA t:.GaAaral lntormattan (iraatinp GotnpaTy Inlortrul tort) Caq=y Name: +� ConWy Addraaa - f:ompany build" I'can a rlo. C4 _.- . �. , �' _.,. sialu �d ai�r 7i - Com➢arty?horwNa. FHANA Cud No. (11 any) &orlton Ai 8uitd6( Int>7ramplotp — CompuyHaw .-- --_.-- -- MGM No. $OatloA 3. Pruporly rnfantlsthta VV /1 30u-2v; %C4 Loddlon of Out aLze (a) Ttoutosl (`3IMDI Ackkoaa :r Lo>sal 1 b=jP%= City, lilalo Una ZP) Type of CDACiruoflon (lento u,an iota 1fDz+trAy bo ohocl,oa) ( Sfab r�J r3aSernort) Crays Omer Apptxdrnaw Gaplh of F6014 Widdo 1ru:Ede Typo of Fill Sacilort 4:'rreaNxuA IniaUastdlon Daio(a) of TrueLma�nt(r) A �'•'f�'^o � Brand Name of Pradtx7(b) User d EPA ftlara@op mx - -- - /Fpp & AQld Ftnal MIX Safullon Appal tato Sizo of Trammant Atox C4 tt. , r Unagr 11, Ur car 1 of mamuy v0do Appraxlmato Total aaana Gt saudon Aoi od M3 uootlnurd Don¢10Wd. an exterlor'1 M Yes 4 No SatlrlraA9roamornAvnWa1 M Yaa 0 no Now n;;c>atto Wo Iowa requiro DoyvW aproomonia to be i=01 Thty fuJm dvaa hat prtrernpl .taco rD1s. Name VApplkator(A) Fe ^;Y Call1 aaft No. (u rogidrod by Strata ww) Thd appff&W has used a product In "wrttarvu with t110 product label r)rtd slate requiraUmniri AU liownwrs raalerll;> euld nTothads asoJ comply wkh Ago And NAM rapulat ms. �+ AudptistTa (ilpnptuty Aura, —;Rot • Wal+l@1rA Hi18WrQP+9r,0.V10fateC;dm9 f (Pm9+rtrt CeeNir�nmm�)rTwatNGhn7nAltn'14+rri.Jt�•�rr�Pnen j78U.;�.C.. rrl�l IeTA 19T7;:1t115,t:,1r7!�;Va)7) Form NFCA-$" may 69 bo VW Irwin ]IUD-HPCA-tna-n (ua cKu; BUILDING PERMIT CITY OF COLLEGE- STA`4ION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 08-00002217 Date 7/25/08 Application pin number . . . 823135 Property Address . . . . . . 3811 SNOWDANCE CT Property ID: 650730-0614-0150 R #: R118236 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . WESTFIELD VILLAGE PH 6 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL DISTRICT Application valuation . . . . 119988 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 o GLAZING 17.00 GLAZING U-FACTOR .53 HEATED AREA 1818.00 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 . . GS Permit pin number . 589804 Permit Fee . . . . 520.00 Plan Check Fee .00 Issue Date . . . . 7/25/08 Valuation . . . . 119988 Expiration Date 1/21/09 -------------------------------------------- BUILDING DEPT REPRESENTATIVE: - ---- x ------------ APPLICANT: BUILDING PERMIT CITY OF COLLEGE STAt'ION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Page 2 Application Number . . . . . 08-00002217 Date 7/25/08 Application pin number . . . 823135 Qty Unit Charge Per Extension BASE FEE 460.00 20.00 3.0000 THOU BLDG, VAL 100001-500000 60.00 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" 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 Application Number . . . . . 08-00002217 Application pin number . . . 823135 Page 3 Date 7/25/08 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 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 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 4 Application Number . . . . . 08-00002217 Date 7/25/08 Application pin number . . . 823135 ---------------------------------------------------------------------------- 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 200-8 to 25% is .54 and above 250-. 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 ------------------------------------------- /------/- --- A4-- -_4 — ------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE' STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 08-00002217 Date 7/25/08 Application pin number . . . 823135 ---------------------------------------------------------------------------- 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" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------------------------------------- ----------------- Permit Fee Total 520.00 520.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1270.00 1270.00 .00 .00 E. ------------------------------------ x A 9- 4-44"- l__, ------------------- 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 . . . . . 08-00002218 Date 7/25/08 Application pin number . . . 986790 Property Address . . . . . . 3811 SNOWDANCE CT Property ID: 650730-0614-0150 R #: R118236 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 . . GS Permit pin number . 589812 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 BUILDING DEPT REPJ�ESENTATIVE: APPLICANT: APPLICATION FOR BUILDINGG FERIHT a 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (379) 764-3570 (979) 764-3496 FAX P&rrirg &Dr,e,aPmrrtSr z^su WVlW.CSTX.GOV 4.Firo Uta only DATE: 1 • l �•CKCC REG 126 APPLICATION" 01 — TV TEMP POLE " 4� on ADDRESS/LOCATION: 3811 5N o wota vice_ L t. ✓ LOT 15✓ BLOCK 14 ✓ SUBDIVISION We6+fi e 1 j V . II- 2. ✓ SEC/PH_19 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: isaucierCaistylecraft-builders.com ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Control Temp GOOD CENTS (Residential only): No RACCESSORY/STORAGE I� LOCATION n RE -ROOF AnnITIQI P hAn %IIklG I-1 SHELL ON' Y HDEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * SLAB ONLY DUPL*EX'('Landscape Plans) REMODEURENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: Conventional Frarninct PROPOSED USE: Sinale Family Residence WALL BRACING METHOD: PRESCRIPTIVED APA PORTAL FRAME W/ CSPS ENGINEERED Nt HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ j I q, q gg ✓ TOTAL AREA: o 5_'U HEATED AREA: I g r g (Cost of Labor and Materials) 5 - 0 F_X] PUBLIC SEWER SEPTIC/TREATMENT SYSTEM ® SEWER TAP: 4° /I 5 SIZE ` ❑X WATER TAP: %" SIZE OTHER TAP: SIZE �FX TEMP POLE `F GARAGE TYPE: SINGLE F ATTACHED '—)6 NUMBER OF BEDROOMS: 3 NUMBER OF BATHROOMS: a INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE Siding and/or Masonry Slab on Grade Composition TRIPLE 0 CARPORT SIGNATURE OF APPLICANT: 00 For St lecraft *If proposed work involves new commercial constr iUorfacde improveme is renovations to an existing commercial property, building elevations are required. 000000000000000000000000000000400000000404000 Official Use Only �, vans Examiner Zoning Official Fire Marshall �. I•' IT Comments: �C A; j N� A" �r NO Lizergy Cede Compliance Info ination % 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 1 7 pia / R13 R19 .35 .53 � R6 © Chemical Termiticide Treatment (Soil Treatment) R1 Chemical Termiticide Treatment (Field Applied Wood Treatment) 0 Physical Barriers ® Other *Verification of Applicati6a shall be submitted to the City of College 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 6 Development Services COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# D - aai DATE: BUILDING ADDRESS: 38 � maw �. f - 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. 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 K 1. One -hour rated extending to roof deck j0K E. Header sizes indicated on plans 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. S. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only All walls within T of property line to have protected openings. K K 4 PLAN REVIEW (*t/qq* ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning 6Development Service; 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 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 Air 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 6, Development Service; COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi N B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N K 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 LI-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/ K Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/ K Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." 2-7/UM� LANS EXAMINER DATE REScheck Software Version 3.7.3 Compliance Certificate Project Title: Plan # 1917-EW Report Date: 07/15/08 Data filename: S:WCAD\Archived\Old REScheck\1917 3811 Snowdance.rck Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 3811 Snowdance College Station, TX Permit Date: 7/15/08 2000 IECC College Station, Texas Single Family 17% 1788 Owner/Agent: Permit # Permit Date Designer/Contractor: StyleCraft Builders Inc. 4090 State Highway 6 South College Station, TX 77845 979-690-1222 extl27 Gompiiance: Passes Maxirn6i UA'0j715j YYour�Ho e U,7657 8'1%' Better,,TFian-t~ode�(UA)'I Maximum SHGC: 0•0 i-i Ceiling 1: Flat Ceiling or Scissor Truss: 1726 30.0 0.0 60 Ceiling 2: Cathedral Ceiling (no attic): 191 19.0 0.0 10 Wall 1: Wood Frame, 16" o.c.: 1864 13.0 0.0 124 Window 1: Metal Frame, Double Pane with Low-E: 276 0.670 185 SHGC: 0.40 Door 1: Solid: 38 0.500 19 Door 2: Glass: 36 0.440 16 SHGC: 0.40 Floor 1: Slab -On -Grade: Unheated: , Insulation Depth: 0.0' 233 0.0 243 Air Conditioner 2: Electric Central Air: 12 SEER Furnace 2: 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. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.7.3 and to comply with the man o re eras listed in the REScheck Inspection Checklist. ST-��c2aF' 161015 Builder/Designer Company Name Date Project Notes: Previously saved project information: SPEC 3811 Snowdance College Station, Texas Stylecraft Builders, Inc. 4090 St. Hwy. 6 S. College Station, Texas 77845 Plan # 1917-EW Page 1 of 1