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HomeMy WebLinkAboutRES2006-00941, 06-949E WF0757708 / 001 City of College S;aton PAGE 1 REQ. DATE: 04/04/06 04/04/06 16:52:34 LOCATION: 1000 CRESTED POINT DR LOC ID: 203852 REQUESTOR: STYLECRAFT BUILDERS ORIGIN: CUSTOMER -WALK IN REQ. USER: GLSOUTH AUTH. USER: GLSOUTH WORK TYPE: ROUT SWR 4" WTR 3/411 ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 04/04/06 SCHED COMPLETION: 04/04/06 ******************************************************************************** JOB ORDER RESULT COM4MTS City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/26/07 Parcel Number . . . . . 005401-0410-0100 Property Address . . . 1000 CRESTED POINT DR COLLEGE STATION TX 77845 Subdivision Name . . . WESTFIELD VILLAGE PH 4 Legal Description . . . WESTFIELD VILLAGE PH 4 BLOCK 10 LOT 10 Property Zoning . . . . PLANNED DEVL HOUSING Owner . . . . . . . . . Contractor . . . . . . STYLECRAFT BUILDERS 979 690-1222 Application number 06-00000941 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Approved . . . . . . . BuViding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 3/20/07, 11:52:52 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 3/20/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 1000 CRESTED POINT DR SUBDIV: WESTFIELD VILLAGE PH 4 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 005401-0410-0100 APPL NUMBER: 06-00000941 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 4/18/06 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 4/18/06 AP April 18, 2006 10:07:58 AM kwolfe Strings On Setbacks O.K. Slab Ground Installed B115 01 6/28/06 JGM BLDG, FRAMING TIME: 17:00 6/28/06 DP June 28, 2006 9:29:45 AM kwolfe 06/28/2006 04:13 PM JGM PDA draftstop double walls; sheetrock fireplace B115 02 6/30/06 OC BLDG, FRAMING TIME: 17:00 6/30/06 AP June 30, 2006 9:42:45 AM kwolfe B130 01 7/07/06 JGM BLDG, INSULATION TIME: 17:00 7/07/06 AP July 6, 2006 2:06:12 PM glsouth B132 01 7/13/06 JGM BLDG, SHEETROCK FASTENER TIME: 17:00 7/13/06 AP July 12, 2006 10:01:31 AM kwolfe B125 01 20/ 7 I BLDG, FINAL TIME: 17:00 9� 4"7 March 20, 2007 11:23:22 AM kwolfe. -------------------------------------- COMMENTS AND NOTES-------------------------------------- Date: 3/20/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 941 Address: 1000 CRESTED POINT DR Type Inspection Type Code status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed 13115 BLDG, FRAMING IC 06/28/2006 04:13 PM JGM PDA B115 BLDG, FRAMING IC draftstop double walls; sheetrock fireplace Page 1 FINISHING NOTES 1. 2. 3. 4. 5. 6. 102.261 1000 CRESTED POINT WESTFIELD VILLAGE LOT 10 BLOCK —10 PHASE-4 1 SITE PLAN SCALE: 1'=20'-V p 1/2' DIA. SMOOTH DOWEL 2'-0' LONG W/ PVC CAP — PLACE IN "LAB DRILL ; INTO EXISTING CRADE BEAM. TAPE CAP TO LEAVE TOOL EDGE E.J.T. 1' O END OF ROD 4' THICK PAVING 30DO PSI INF. W/ ISS O 18" O.C.E.W. ° I, ID DEPTH USE CHAIR SUPPORTS DISCONTINUE REINF_ O E.I. 1 X REDWOOD DIVIDER D SECTION "D" N.T.S. CONTINUE RE6fORCEVENT THROUGH KEYAY `ONE CHAIR PER 4' THICK PAVING 3000 PSI 4 SO. FT. kIN. INF. W/ I3's O 18' O.C.E.W. RVIID DEPTH USE CHAIR SUPPORTS '+SECTION "C" N.T.S. 31W DIA. DOWEL W/ SLEEVE. DRILL INTO EXISTING SIDEWALK �aa,�a�aaa�, aaa a 1X REDWOOD DMDa� B SECTION "B" N.T.S. 3/8' DIA. DOWEL W/ SLEEVE. DRILL INTO EXISTING SIDEWALK p=WX aW A AM W/ 4 1. REBAR ASECTION "A" N.T.S. 4. a IN TALL EXPANSION JOINT, ® Iy11D—DRIVE IF OVER 45 - _ PROPERTY LINE a _ a4 BUILDING LI d CONTRACTION ,JOINT WHEN DRIVE < 16 WIDE THICK 3F PSI CONC. a REINFORCE �y/. #3 BARS ® 18 O.C. - a - CONTRACTION JOINT a d INSTALL METAL KEAY EXP. JOINT W/ 3/ DIA. ISLICKS LEjEVES ONE SIDEC. d 4 - 4 THICK 300q PSI CONC. REINFORCE 1/„#3 BARS B - 0 8 O.C.E.W. a �WIDTH OF I lDtFl LD CITY SIDE WALK I � I I MAIL BOX LAYDOWN CURB DETAILS ir C CV p �1 MI-069 (6L6) 548LL SVXal'NOIIV.LS HOHTIOJ HMOS 9'AtAH'IS 060h dS 0 88i O ,D� �SwaQZmg ,I j�'�Dg��,LS 'I`v NId 3S 0981 QIIwd2I3 1TV101 AM V£ 9£ 1 #l� V IJ Q I Q� 3S Olt gDvl vD NOD-UNd In JS COCT x� oa a�I nO- tL090AM: ,I NUOd C19I.LSFI21D 0001 DFUS H� KT Q�I.rnrII arr x� W1 r r II — — r971 N � III II §t- I I I N N a �, v II I I o 0E771 II •� I II e 0 1 1 1 -- J L-1 ' N I II a II 3181 II , II Av � I I zv II II II b h �o 4 o� b INS 0 0 0 a 0 a 0 2 lo a z O I-�-1 Q II Cd oim 8 r-� DOOR AND FRAME SCHEDULE NUMBER WIDTH HEIGHT SWING HEADER WIDTRH FRAMING DESCRIPTION 012 1'�• 8'�• Right 2x8 1'�• 8' 1a1/2' H.C. INT. SMOOTH ooa ram• sue• went 2>� ram• e• 1a1rr H.C. INT. SMOOTH 002 16'-0' T-0• left ENG. 18'-3' 6' 1a112• OVERHEAD DOOR 015 z-0• B'�• Right 21c6 7-2' s' 1a1? H.C. INT. SMOOTH oo� z-0• s'-a• Right 2x8 r-z• s' lain H.C. INT. sMoorH o1a r-0• s� Loft 2x8 r-r s' iairr H.C. INT. SMOOTH 011 7-0' 8'-8• Left 2x8 7-2• 8' 1a1R' H.C. INT. SMOOTH oia 7-8• 8'$' RAM 21B 7-10• s' 1a12• H.C. INT. SMOOTH 003 z�8' 6'$• Right 2x8 3'-0• 6' 1a12• EXT. SOLID MASONITE FLUSH 005 ram• 8'�' went 2><8 r-i0• 6' 1a1/2" H.C. INT. SMOOTH LOUVERED 016 6'�• Right 2x8 3'-0' 6' 1a1/2• EXT. 15-LT. FRENCH oos ram• s'�• Right 2x8' r-io• s' iairr H.C. INT. SMOOTH 010 7�• B'�' Left 2z6 r-10• e' 1a1R• H.C. INT. SMOOTH 001 3'-0• 8'$• Left 2x8 3'�• 6' 1a12• EXT. S.C. 8-PANEL FIBERGLASS 008 PRr-0• B'-8• w8M 2x8 4'-4' 6' 1a112' H.C. INT. SMOOTH DOUBLE 009 PRr-0• 8'-0• Right 2x8 4'�' B' 1a1/2• H.C. INT. SMOOTH DOUBLE WINDOW SCHEDULE NUMBER SIZE - HEADER ROUGH OPENING DESCRIPTION WIDTH HEIGHT SIZE HEIGHT WIDTH HEIGHT 1 r-0' s-0• 2x6 s'�• r-0• s-0• D-L S.H. 2 r-0' s-o• 2tc8 try- r-0• s-0• D-L S.H. 3 r-0• s-0' 21c8 s'-8• z-0• 5'-0• D-L S.H. 4 r-0- 1 �' 2x8 4'-5• 7-0• 1'�• 1-1 FIXED 5 ram• 2x8 as r-0' ram• 1-1 FIXED s s'-o• 2x8 t;-8• r-8• s-0• D-L S.H. 7 14�-V r-0• 2x8 8'-8• 7.8• 1'-0' D-L F00=D ARCH _ s r-s• 2x8 8'�• z�• ram• D-L FOo=D ARCH 9 4'-0' Dc6 6'$' 4'-0' 4-0' 1-1 FDO=D OBSC SG10r-s 6'-0- 2x6 8'-8• 7-0• G-0• 1-1 S.H.TWIN 10 r-s' s'-0" zxs 8'�• 2'�• s'-0• 1-1 S.H.TWIN 11 r�s• s-0• 2tc8 8'-8• z-8• s-0• 1-1 s.H. 1z ram- s-0• 2t� 6'�8• ram• s-0• 1-1 s.H. 13 3'-0• 1'�• 2><8 8'-10' 3'-0" 1'-8• D� F00?D ARCH 14 7-0• r-0• 2tc6 17�• 7-0' z-0• D-0 FDCED 1a r-0• 3•-0• z><s 11r�• r-0• 3'-0- D-L Foa=D SHEET: 3a'-„1• S —2 10'-7 • 3' _ 4'-9-• 5k 12, 5' AREA T-11- 3' • r " r-11 Z . --4" ray r s • SUNIlVIARY 10 10 Q U) V) En Q moo 1) 000" 10 - 00 U I M. BA � ,vcm 0 • I w 01 Pr Aw I ® �, hv1. BEDROOM OU O O tvao. 016 10' 3'a1- 6 F.P.6 r t tvatl ;I� Qua IS' 016 �y 11 013 '1 I Nt • BEDROOM 2 i 19TUDY I I o/ I I ry o °° 11 i LIVING i a taco - I I H 10 012 n 009 _ 011 cs N °°e �, -- -- — cp t2 91 �7 ATH i i I'i is w M pq 4 gc KITCAN F V1 a BEDROOM 3 ' jJ�Q S iv ac-m tr 0 Fzl 006 005 I I I I r cu3 it I O g� ic _ _ O tv I r cio I O a WM ,Q N 10 1. I D.S. z I 2' 1. r o L --- —J ,c:Esror INI G w 1 ,v cv�l GARAGE a. tP v I e CUL 1 2 3 I 00 N •1 - N M eao Q 9' zz1• 14 ,0'-21• O 19 1' WWW u 14 002 g._21. 10._21. 19'-41• 20'-11. 3C-11 12 2G,AB B E PLAN DIMENSION PLAN 1 SCALE: 1/8•=l'-0• 4 Z A A �j p f0 �� A OD Of OD A A A Of N N N D W 4�4�Lay�.• i. a4 d4 �1 �An�v�3S J w A !aS DC r r!+ Z = �m =v zzzzzzzzzzzzzzzzzzz m m m m m m m m m m m m m m m m m m m 0 Z �imm�ifn �,'1- � ���nn'miiizirt=rtyylI=rty=rtytt=�D=�Dtt�y=�yl11yx1y�l1xrtyxrtylIyyN voG�G)G)G)G)O�v�vv0�0xxx C in moo«��� mmm � D D D D D D D D D D + sUD z 0 IB LI r I I 1 G I R.vwr to I I 1cum W b LIB -n I I I LIB MA VVD DESCRIPTION DATE TOTAL A/C w I II I II I I � b EK CREATED 3 28 SPEC: 1000 CRESTED POINT :WV06074 COVERED PORCH 1 87 SF �' PRE -CON GARAGE 410 SF REDLINED PLAN# 1363A-WV TOTAL FRAMED 1860 SF CORRECTED PERIMETER 199'-01, y FINAL STYLECRAFT BUILDERS, INC. To S 186o sF > W 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 SHEARWALL & NAILING SCHEDULE SHEAR WALL DESIGN BASED UPON FOLLOWING ASSUMPTIONS U.N.O. ALL INTERIOR WALLS SHEATHED W/ I%2'�THICK GYPSUM WALL BOARD, BLOCKING IS NOT REQUIRED BETWEEN STUDS. ATTACH- W/ 5d NAILS WITH A PATTERN-AT_T.OP_a-BD,T.T_OM, PLATES AND STUDS. 2. ATTACH UPPER FLOOR BOTTOM PLATES W/ 16d NAILS @ 12' O.C. MIN. OR BETTER. GYPSUM. BOARD INSTALLED ON THE'CEIL'ING"SHAL'L BI WITH'5d=NAIL"S`AT 7 , O.C. OR TYPE S OR W SCREWS ASTM C 1002 @ 12" O.C. AND PENETRATING NOT LESS JIVDATION-W%'I%2 'FROM-DOORST,FOUN LES -'ANCHORED' TO FC FUATEEr ASTEI�ERS"@ ,-ANCHOR'BOLTS - 4$.;,"O.Ct;41VDrt )N SILL PLATES,AT_INTERIOR=` ATION W/....- HILTI,XDN�iPOWDER « O.C. AND WITHIN 12' OF CH END. 5. 0) ANCHOR BOLT SHALL BE PROVIDED AT EACH END OF NARROW GARAGE WALLS, NEXT TO GARAGE DOOR OPEMNG. — _ ra -BEOCK AND`NAIL ALL COFFERED-CEICING-L'INES."-7 SHEATHING SCHEDULE LEGEND p[] 15/32' CDX PLYWOOD OR 7/16" OSB RATED SHEATHING (ONE SIDE), BLOCKED, NAILED W/ 8d COMMON NAILS @ 4' O.C. ON EDGE AND 12" O.C. IN FIELD. BLOCKED, NAILED W/ 8d COMMON NAILS 0 6' O.C. ON EDGE=AND 2". O.C. IN FIELD. © 1/4' HARDI PANEL (ONE SIDE), BLOCKED, NAILED W/ 6d COMMON NAILS, 2" LONG, @ 6" O.C. ON EDGE AND 6' O.C. IN FIELD. SIMPSON WB126C STRAP TIES INSTALLED IN AN 'X" CONFIGURATION, WIDTH TO MATCH PL HEIGHT, (EITHER SIDE) ATTACHED W/ MIN. (3) 16d COMMON NAILS AT THE PLATES AND (2) 8d COMMON NAILS AT EACH STUD. STRAP TO BE INSTALLED AT A 45 ANGLE RELATIVE TO FIN. FLOOR !PSON_ CSIB STRAP BRACING SPAN E RAGE CEILING ;STRAP TO BE NAILED'TO"UNDERSIDE`01"EACH— (LING JOIST AND .EXTEND OVER THE WA'CffOL°ATES''AND'DOWND" "" D--AROUND.CORNER STUDS ENSURE'MIN "(10)"16d"NAILS'SECUF !0H' END. eiieen merrites- Engineers Wahl ATd"4' %a s ectors w. wwats-engineers.com gurveyors 4011 BEE CAVES_ ROAD, STE 2D0 . .. .. AUSTIN,TEXAS 78748 (152143286m rNG/NE,R HAS DESIGNED FAX: (S12)=&Mffi WIND BRAGNG ONLY. CSIB WB STRAP WRAP STRAP AS REQ'D. TO ALLOW HOLES TO BE NAILED TO STUD CLUSTER, ADD'L WRAPPING IS PERMITTED. STUD CLUSTER AT CORNER STRAP A R WALL BLOCKING REQUIRED FOR WIND BRACING NOTE: REF. STRUCTURAL PLANS FOR MEMBER SIZES AND ADDITIONAL INFORMATION NOTE: ADDITIONAL WIND BRACING ADDED BY CONTRACTOR IS ACCEPTABLE TO THE ENGINEER. iS • ". "'.S' '� RICHARD M ROBERTS— JR.% i I . IST EF?.•• G��= BATH r CLM BEDROOM 3 raa GARAGE % raa WINDBRACING PLAN SCALE: 1 /8" = 1 r-0" ALL DIMENSIONS ARE THE SOLE RESPONSIBILITY OF THE ARCHITECT. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CHANGES MADE DURING CONSTRUCTION MAY NULL AND VOID THE CONTENTS OF THIS PLAN. PLEASE INFORM THE ENGINEER OF ANY CHANGES. NO OTHER WARRANTY, EXPRESSED OR IMPLIED IS HEREBY MADE PLEASE NOTE THAT THIS CERTIFICATION SHALL EXPIRE WITH ANY CHANGE IN 'REFERENCED CODE OR ANY CHANGES FROM THE PLAN DATE AND ARCHITECTURE. THIS PLAN WAS ENGINEERED USING IBC 2003. Copyright © 2006 ATS ENGINEERS ALL MGM RESERVED. All copying of .these Structural Plana whether in whole ar _ port, is strictly prohbRed, without the prior written consent oEATS ENGINEERS 1-1 11/ 1 ► 4 a a V0' 1-1 Z m p D + + + + + + + + + + + + + + + + + N + + Z 0 ••••••.•••••gym D � O T �1a4 Lbyw�Iti�ila�y�t°4lnoL�Ilb Amy y`4a4 `�4� `4.l: N +• � � A Z/''� 61 J Y' (S WW( 4{{5 W m F FF -�-(( �W( .4(1 � I11 FFFFFFFFF � � � {� III {�{ m m � {W Iil n 0 00000000000000000 � v�vvvv�v��ovvvv���v� zzzzzzzzzzzzzzzzzz'zz � m m m m m m m m m m m m m m m m m m m m Z xxxxxxxx MIMMMMMMDDDDDDDDDDD � m D D D D D D D D 8Dag 00 0 RA-0 m O j� b r V ' 9 i 0000 roe OF oz J EK CREATED 3 28 SPEC: 1000 CRESTED POINT :WV06074 COVE D PORCH TOTAL 1 87qSFPRE-CONPLAN# 1363A-W V GARAGE 410REDLINED TOT D 1860O E99, TOTALSLA FIN STYLECRAFT BUILDERS, INC. 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 W W W W W V W N w V N fD W M W 4 41 V O N Oo OOpp Cp mm pWp nN� w N O W W O C W I VV y ll l m � t0 41 W a O a EK CREATED SPEC: 1000 CRESTED POINT :WV06074 COv ORCH 87 SF �' 328 PRE —CO PLAN# 13 6 3 A—W V GARAGE ° SF y REDLINED TOT F D 1860 SF CORRECTED FINAL STYLECRAFT BUILDERS INC. TOTI AL SLAB 1860 SF a v1 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 FILLER IF NEEDED BRICK EXTERIOR - 2x8 TREATED TRIMMER SIDING EXTERIOR - 2x6 TREATED TRIMMER 2x4 STUD (2) 2:4 CRIPPLES FROM 1W 2x4 UTILITY DRYWALL NAILER ANCHOR BOLTS I I �%45" CHAMFER AT BOTTOM cr. 1 GARAGE DOOR HEADER DETAIL 1M"-t 2EX IMOR HARDI-PLANK DETAIL STUD TYP. NAILERS 2' o:C: MLITY )M DROPS 31NTERIOR "T" DETAIL SHEET: S-6 Y HANDRAILS TO BE 34"-W FROM LEADING EDGE OF TREAD VERTICALLY TO C> WINDER STARTS N TREADS TO BE A MN. r HANDRAIL O1�0 N ON NARROW EDGE.FRO GUARDRAIL INTERMEDIATE a wN. to' wmTH tr FROM 2x4 BLOCK RAISES BEAM NARROW EDGE. RAIL AND SPACING SHALL PREVENT PASSAGE OF A FLUSH BEAM ABOVE JOIS T SET CELOTEX INSULATION CEILING JOIST U 4' SPHERE DROP BEAM 'q7 2 - 21[12 W/ OSB FILLER FRONT OF TREAD TO OR ENGINEERED MEMBER _ _ _ _ _ _ _ _ _ _ _ _ BE FLUSH W/ RISER C.L:- - C.L. C.L- - C.L. C.L - CJ_ _ BRICK FLUSFI BEAM; RAISED SE 2x10 TREADS 5' x 5' X 12' FLusl' wrth cELM US"D To RASEo ABOVE CEUN0. TWO j/_.-.1� ANGLE IRON NANO JOIST SETS ON. DO NOT MEMBERS (SAIAE S� AS CEILING Lj] 2x8 RISERS BRACE TO A FU1SH BEAM. SEE DROP BEAM: JOISTS) NAILED TOGETHER O p'Kj 12' DIA. LAG BOLT PLANS FOR sPECFtcs INTRUDES INTO HEATED SPACE BEFORE NSTALLAWK CAN BE /� ►/� L 2x12 #2 STRINGER *18' O.C. CAN CARRY JOST AND ROOF USED TO BRACE ROOF. SEE TREATED 2X8 LOAD. SEE PLANS FOR SPECIFCS. PLANS FOR SPECIFICS. O 5 GARAGE LINTEL DETAIL 6FLUSH BEAM ',DROP BEAM $RAISED BEAM Q M H /i STAIR AND RAIL DETAIL • t2 -1 C' tµ •, -0 • tµBr � 110 scALE w+, a w w O 2x8 RIDGE BEAM UU 2x4 #3 COLLAR TIE AT 48' O.C. 2x4 BLOCKING PURLIN (SEE PURLIN DETAIL'S") C) I� RIDGE BRACE TO WALL OR BEAM (5) 12D NAILS KNEE BRACE AT 48" O.C. RAFTER ✓' 3 KNEE BRACE AT 48' O.C. 2x5 #3 RAFTERS AT 16" O.C. ®�(2)1 BD NAILS UTILITYUTILITYa x _ - - (MAX UNSUPPORTED LENGTH =13'-n PURLIN (SEE PURLIN DETAIL -A-) 2x6 #3 PURUN 2x6 #3 RAFTERS AT 24" O.C. (2)16D NAILS U a 2x6 RAFTER TIE 2x4 KNEE BRACE TO W • WALL OR RAISED BEAM i+1 2x4 DOUBLE TOP PLATE-20' UTILITY 16D NAILS AT 24' O.C. TOP PLATE 7/16' O.S.B. DECKIN 1 1 PURLIN DETAIL "A" #30 FELT PAPER PONY WALLSCALE:IM-ra 1/4' HARDI-FASCIA 2x6 #2 CEILIN JOISTS AT 16" O.C. POD GONSTRUC t. clTr PURLIN. BRACE c� eIRDBMIRDSM ourH 00 2x6 #3 NAILED TO LOOKOUTS TO FIT PURLIN ANGLE. cv 2 PURLINTO BE AT RIGHT ANGLE TO M 2x4 STRONGBACK 2x4 #3 BLOCKING-20' UTILITY �� S DO NOT PRE49"'T' BRACE BRICK SOLDIER COURSE CEILING JOISTS #2 YELLOW 2x4 LOOKOUT NsuLI.24BRACE RRST' THEN JAMB Q Q 2of AGAINST RAFTER AND NAL TO PINE AT 1S' O.C. laaEE BRACE Q Z 1/4' HARD[-SOFFrr W Q EN 3W FOIL BACK SHEATHING F- U , tx2 KDAT OR FJRW LL'� PWy FACE BRICK (2)RB D NAILS u p Q� C) ", 1/2" GYPSUM BOARD � U � RJ � METAL WALL TIES TO BE -------BATTED INSULATION 2X4 #3 UTILITY 20' U 2x6 #3 PURLIN 22 GA X 1' NON -CORROSIVE METAL AT 24' O.C. EVERY 2x4 8' STUDS AT 16" O.C. (2)16D NAILS x 5TH COURSE (TYPICAL) WA KNEE BRACE TO HARD[ -PLANK SIDING WALL OR RAISED BEAM W - #15 FELT PAPER 161) NAILS AT 24' O.C. WEEP HOLES AT 33" O.C. 2x4 BOTTOM SOLE PLATE I 12SPURLIN DETAIL. "B" GLLE: M'-t'-0' FINISHED FLOOR 90NE STORY SECTION 1 OCOFFERED CEILING SECTION SCALE: IM'=1.1Y SCALE: 1W-l'-0' ZZZI-069 (6L6) MLL SVX31'NOIIV.LS 9091103 HMOS 9'AMH'IS 0604 j r•—� dS 098i �'�s'I�Loi '�l�II `S2I�Q'Zlflg .L3H2I��'I�ZS -�,u13 ' „ S 098 x3iIInlrxaa 1 �1 �-� � 9 � Z #I�dZd dS 098 i (�id2I 'Id L0 Q�I�II IQ�2i is Oib 90 J NOD-92id 3S L8 xDod Q92lTnoo t L0901�M: INIOd CIRIO TD 000 T : DHdS dR ° 1 x R x� rn .7C` C(1CT '1 l-I o �g����������� �g a B2 22222 m8S �88d88 Z Z ch 0 U i d i o U i U i U i Ci i U i t/j ci i Li i tD Li V Noll x Z W to d % d to d d to d d d d d W io i_n io to io Fo to to to io to io U) W 2 m N t�v N N b M b b b Fri i4r W LL 0 = O H O C7 °P bP a4 °Q W lato ra f io io to to to to m tc io to is to ID N = pr4 t4 � 4 9 4 �7 °P 'P °P SP SP •P �7 N N Z 0 F- a. 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Biij� uu�i� ��� �111111111111111111,,11111111111r O01 MEMO 1�1�1�1�1�1�1�1�1�1�1�1�1�1�11 9�1 1�1�1�1�1�14�1�1�1�1�.;1�1�► i8 MEMO I■11�1�1�1� ,. ;I,1'I11,j111 �i�Q! ........ 11111111�1111111111', .ID 01''NON■ ilililil lilililirr iB �OeSEEM IIIIIIIIL OII ■■ 1 1 1 1 1 1 1 1 Ir � ! uuouo 11111111111111� 0 1 Illllllllllli, iB011Q! ■ N E ■ I�11_ I' 111 111 11111111111111 l0'il I ����� i I�IMIMI.r' No No MEN MEN Ev ll)r R K1T 1V SPEC: 1000 CRESTED POWT :WV06074 ""s Sr "' -CO YARA(lb 410 SF PRE REDLINED PLAN# 1363A-WV OT D 1860SF CORRECTED PERIMETER 199'-01, FINAL STYLECRAFT BUILDERS,, INC. TOTALSLAB 1860 SF 4090 ST. 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HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 �►C-r- � y BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS .7 LVX. ,4 COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00000941 Date 4/04/06 Property Address . . . . . . 1000 CRESTED POINT DR Property ID . . 005401-0410-0100 R# . . . . . . . . . . . . . Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 89958 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S 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 . . . . . EXTERIOR WALL TYPE SIDING IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 1363.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 3.00 SEWER TYPE PUBLIC TAZ 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 4/04/06 Valuation . . . . 89958 Expiration Date . . 10/01/06 Qty Unit Charge Per Extension BASE FEE 260.00 40.00 4.0000 THOU BLDG, VAL 50001-100000 160.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" ---------- -------------------------- --- -A- -------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00000941 Page 2 Date 4/04/06 Special Notes and Comments X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2003 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ------------------------- ----- -- - - ----------- BUILDING DEPT REPRESENTATIVE: • APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS kVE , COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00000941 Page 3 Date 4/04/06 Special Notes and Comments ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE Refer To This Permit For Details For This Plan PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS SHALL NOT EXCEED .4 ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE RANGE/DRYER DUCT MUST COMPLY WITH 2O03 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES ------------------- - - - - -- -----404 ------------ BUILDING DEPT REPRESENTATIVE: • APPLICANT: J6 4 � V BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS 3AVE , COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 06-00000941 Date 4/04/06 ---------------------------------------------------------------------------- Special Notes and Comments Narrow wall bracing by Engineered Methods. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary ----------------- Charged ---------- Paid Credited -------------------- Due ---------- Permit Fee Total 420.00 420.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1170.00 1170.00 .00 .00 ---------------------------+� --- -- --�-j - -``---------- BUILDING DEPT REPRESENTATIVE-: i�. 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 . . . . . 06-00000949 Date 4/04/06 Property Address . . . . . . 1000 CRESTED POINT DR Property ID . . 005401-0410-0100 R# . . . . . . . . . . . . . Application type description TEMP POLE Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit Fee . . . . 20.00 Issue Date . . . . 4/04/06 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 REPRESENTATIVE: APPLICANT: A, ra e APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning dDenelopmentServices WWW.CSTX.GOV For Off, Us Only DATE_ T& IRCQ RE APPLICATION # O TEMP POLE # OU - q4tq ADDRESS/LOCATION: 1000 CP_E&q EO Po tNT %/ 60-. 'I LOT 1 Q*LOBLOCK 1 O -00"' SUBDIVISION WeQTFICL) \) ILI _AG!' �SEC/PH BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR ADDRESS: 4090 State Highway 6 South ELECTRICIAN: Brazos Valley Electric PLUMBER: Bass Plumbing HVAC: Control Temp GOOD CENTS (Residential only): No CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION " SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: Conventional Framing STRUCTURE USE: Sinale Familv Residence HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: M /A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ ' 9969 TOTAL AREA: 14Co0 HEATED AREA: (Cost of Labor and Materials) �X PUBLIC SEWER NUMBER OF BEDROOMS: 3 SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: - QX SEWER TAP 1s0 �X WATER TAP ❑ OTHER TAP: �5 / X TEMP POLE GARAGE TYPE: 4" SIZE 3/4 n SIZE SIZE INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE FOUNDATION TYPE: ROOF TYPE: SINGLE F-1 DOUBLE ATTACHED X� DETACHED Siding and/or Masonry Slab on Grade Composition TRIPLE El CARPORT SIGNATURE OF APPLICANT: For St lecraft *If proposed work involves new commercial construction or acade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only �T/ 3�- 3O— OG h rNON0 __Ar/p Plans Examiner Zoning Official u Energy Code Compliance Information % Glazing of exterior walls % Insulation R value of exterior walls R13/ Insulation R value of ceiling 1 (flat areas) R30 / -111*1 Insulation R value of ceiling 2 (vaulted areas/no attic) R19 Glazing SHGC .40 .� Glazing U-Factor .65 R value of ductwork R6 A/C SEER Rating 13 / Jy T CITY OF COLLEGE STATION Planning 6 Development Services PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS PLAN REVIEW/PERMIT NUMBER# b G _ �L/j DATE: 3 ko / o� BUILDING ADDRESS: /0,0Z c4enw Po,-A-ko loi-, 1. Foundation Requirements N K A. Concrete minimum f'c of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier 1. 6 mil poly D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Dimensions 3. Footings 30" exterior, 24" interior unless over 60' long then 30" 4. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated 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. Narrow Wall Bracing Methods indicated on plans 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. Exterior wall covering indicated on plans 2. Sheathing indicated on plans 3. Moisture barrier indicated on plans 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 1. If located in garage it is not to exceed 30" x 54" M. Span exceeding code tables must be engineered N. Rafters sizes, spacing, grade, slope and purlins if required. 1� CITY OF COLLEGE STATION Planning cr Development Services PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS II. Framing: Floor, Wall, Ceiling and Roof Requirements (continued) O. Roof Covering 1. Roof Decking indicated on plans. N 2. Moisture barrier indicated on plans 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. Overhangs allowed on zero lot line construction up to 18" S. Protected openings on walls < three feet from property line T. One hour tenant separation to roof deck between duplexes Q- III. Stairway Requirements fNA40K A. Stairway Details 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 twenty-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 four 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 to be indicated onplans) NA/ A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must extend at least three (3) feet higher than the highest point of roof & at least two 2 feet higher than any portion of the building within ten 10 feet horizontal CITY OF COLLEGE STATION Planning & Development Services PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS V. Electrical Service Requirements N A. Electrical plan to include: 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 and Meter location VI. Plumbing Requirements NA/ A. Pressure reducing valve required when water pressure exceeds 80 psi B. Access to Bathtubs C. Means for thermal expansion provided. D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment or 50' with 6' clearance C. Combustion air supplied for gas appliances (when required) Vill. Energy Requirements N A. Compliance software worksheet REScheck submitted, or a. 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 On zero lot side 18" max. overhang allowed Street Ordinance Requirements NA/ Maximum drive width for residence is 28' combined for circular Minimum 20 feet from driveway to side(intersecting) street Subdivision Regulations — Ordinance 690 NA Approved subdivision Plat filed Floodplain Regulations — Ordinance 1301 OK Does not block any water course or divert any flow Elevation certificate if required CITY OF COLLEGE STATION Planning & Development Services Comments: PLANS EXAMINER PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS ,.?0 —O G DATE 4 REScheck Compliance Certificate 2000 IECC REScheck Sogware Version 3.6 Release 2 Data filename: S:\ACAD\Archived\Old REScheck\1363 1000 Crested Point.rck PROJECT TITLE: Plan # 1363-WV CITY: College Station STATE: Texas HDD: 1788 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.11 DATE: 03/28/06 DATE OF -PLANS: 03-28-2006 PROJECT DESCRIPTION: SPEC 1000 Crested Point College Station, Texas DESIGNER/CONTRACTOR: Styleccalf Builders, Inc. 4090 St. Hwy. 6 S. College Station, Texas 77845 ,COMPLIANCE. Passes% Maximum UA = 568 Your Home UA = 448 21.1% Better Than Code (UA) Maximum SHGC = 0.40 Your SHGC = 0.40 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame, Double Pane with Low-E SHGC: 0.40 Door 1: Solid Door 2: Glass SHGC: 0.40 Floor 1: Slab -On -Grade: Unheated Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R ValueR ValueU FaL ort �ZA 1139 30.0 0.0 40 224 19.0 0.0 12 1399 13.0 0.0 99 132 0.670 88 38 0.500 19 18 0.440 8 175 0.0 182 Insulation depth: 0.0' 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 3.6 Release 2 (firmedy MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer �QV,V�ctQ�Q.C97�-Q , Date_O(a t REScheck Inspection Checklist 2000 IECC REScheck Sollware Version 3.6 Release 2 DATE: 03/28/06 PROJECT TITLE: Plan # 1363-WV Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Metal Frame, Double Pane with Low-E, U-factor. 0.670 For windows without labeled U-factors, describe 1`atures: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid, U-factor 0.500 Comments: [ ] 2. Door 2: Glass, U-factor: 0.440 Comments: Floors: [ ] 1. Floor 1: Slab-On-Grade:Unheated, R-0 (uninsulated) Comments: Heating and Cooling Equipment: [ ] 1. Air Conditioner 2: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 2. Furnace 2: Forced Hot Air, 80 AFUE or higher Make and Model Number Solar Heat Gain Coefficient: [ ] The area -weighted average Solar Heat Gain Coefficient (SHGC) ofall glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a I 3" clearance from insulation. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature (Fl 14D to 1„ Un to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ( Fl 2" Runouts 1" and Less 1.25" to 2" 2.5 , to 4„ Heating Systems Low PressureITemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Area Calculator: Cc Description 'mom ��■�■����� 'mom ��■�■����� Window Area Total: 131.83 03/28/06 16:35:18 1 /1 Area Calculator: Description Opaque door solid Door Area Total: 55.56 03/28/06 16:35:19 1 /1 Area Calculator: Assembly Type Comments/Description Ceiling Area Total: 1363.00 03/28/06 16:35:19 1 /1 Area Calculator: Assembly Type... :. Comments/Description Exterior Wall Area Total: 1398.67 03/28/06 16:35:19 1 /1 Area Calculator: Assembly Type Comments/Description Unheated ..■�■ Floor Area Total: 0.00 03/28/06 16:35:19 1 /1