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VERTICALLY AND 16.O.C.HON IZONTALLY MAX MUM. 1U�1I1 Zgo L 2NB NOCD TRI IIILT)�HF 2 DOOR JAMSARACE Q fUUUj-JJJ.Z NOTE GARAGE FLOOR SLAB TO SLOPE TOWARDS GARAGE DOCK AS OVERHEAD DOCK OPEN INC Cn SCHEDULED Z 0.i. 1 F- FWNDATION WALL BEYOND Z Z METAL THRESHOLD W Q 1/2' INSULATED SHEATHING U Q4 Zsr.z F INISE GRADE WINDOW AS SCHEDULED REFER TO FCLMDAT ION DYES SCHEDULED WINDOW AS FOR FOOTING DETAILS Al WINDOW STOOL 1E0 WINDOW STOOL rLi , ROALOCK SILL 11000 CAS INC NOW CAS ING 4 BWI ARK I POLY VAPOR 70i.•l • C / % • 13 INSULATION 13 INSULATION I I '� a 1/2•�INSUUTED'SHEATH I 2N4 BQR04 PLATE 2x4 BOTTOM PLATE w0 • /cAi� SIDING AS SPECIFI.. o L__—._J \ �,4t+ I/2'W00D BASE 1/2'ACED BASE •N BRICK VENEER AS SPECIFIED A�� /4•TAG osoEH (2)2N4 TOP PU /4'TAG OSB FLOCK 4l o RON EFER ALNO HALLE 13 TIES - // 7 DECKING Ca)WALL SECTION @ GARAGE j 2OR ENG�ERED 1•B BEAMS BOO FLOOR OILS •8 6;SCC OR ENG./ gi NTS- %/:_�._ BRICK SOLDIER CWRSE W/ % CAST KEYSTONE (REFER IR PL ATE TOP ELEVATIONS) �:I, /2'GYP. BOARD /2.GYP. BOARD 2)2x HEADER z 3 I/2•x3 1/2•x3/6•STEEL Na� //2' 'WIDOW BOARD TO t 2"GYP. BOARD TO REYURN TO WINDOW W/ REN TO WINDOW W/ 3 O~ W 'Z• FLASiI PLASTIC •J•CHANNEL 1x1'A000 TRIM PAST IC "J•CHANNEL REFER TO ELEVAT ICA WINDOW AS SCHEDULED WINDOW AS SCHEDULED 'Z'FLASH INC 111111 1 3111! WINDOW AS WINDOW AS 15111 I SCHEDULED SCHEDULED NXH 4L °sE W �n•iibi. 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CODE LAST REVISED DATE: °iii11pie°1O°7,`".1tl 11ri14L1°"9r"wrItm iJiiloi FILE: DATE: 12602 EAST 15th STREET SUITE 100 PAX: 51-1-915-2201 J '"° °° '""'" ''""° °" "°nose" INDIANAPOLIS, IN 4S250 I1EBSITE: www.centexhomes.com IND0003 0c1/01/00 m.a.w.aw'a°+'awly..0.. Part shell Hones ` harmless 0 2002 Callas Horro. 15'-5' �k 1- T I6'(t%I ) o 16'(Zr l ) , 16'(240) 1/4 lb'(2x10) \ la.(2x10) <�\C 16'(2x10) \\ 16'(2x10) 16'(2,IO) N x 16'(2x10) - lb'(2x10) a • 16'(2x10) Q (Si0 Ile(2x10.) 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I6'-2.CLEAR SPAN ZI'-9' 19-Si' / 18-'1#' / / 1 MODEL NAME: SERIES: COMMUNITY: VINEYARD RIVIERA CENTEX HOMES MODEL NO: CHECKED BY: Cent.Homes expressly merges its a common law copyright and oiler LOT: CUSTOMER: ,) z 2902 2502-2 properly rights 'M these dInany°�'�"nnerwl°"°'beer.nea.�b. INDIANAPOLIS DIVISION PHONE: 311-915-2200 changed.or,:, N any elan h manner are of to b run ro they b DESIGN REF. CODE LAST REVISED DATE: b.a.*ni010°.r°° "i Pfa1v° Tin'°1°'C 'C "sue FILE: DATE: 6602 EAST 15th STREET SUITE 100 FAX 317-G15-2201 ,m coseern of c.m..w...s..M ule w.a a..w.wnx.°r.w a ) IN 01/01/00 °1e3Bol°"°ey°wrap.m.the mlrep.n.n°Ilnaacent.�lw:w° ww INDIANAPOLIS, IN 4S250 WEBSITE: w .centexhomes.com \ nvm..°o zooz ca...�.. -11 I6'-10i' 15'-01" N —I 16'(2x10) 11 1 16'(2x1o) I I6'(2xIo) W y" N ID'(2x10) (�>r lb.(2x1O1 1 D I 10'(2x10) ( �I rn 0 16'(2x10) lb'(2x10) ZLr OI 16'(2.10) 16'(2x10) N A x ID'(2x10) l i II O I 16'(2d0) .Odl 16'(2x10) t Al • ID'(2x10) I 16'(2x10) U I ID'(2x10) 16'(2x10) ID'(2a10) 3 I 16'(2x10) ID'(2x10) u ID'(2x10) I t .a"tr.-4 1 x Z I ID'(2x10) �5 • -o I6'(210) N. 12'(2z10) 16' 2x0) lb' 2x10) Ib'(20) Q.o 12,(2x10) lb'(2x40) I6'(2x10) Z A.) /2 0",� 12'(2x10) 2 16'UAW x N 16'(2x10) 115 O 12'(2x10) lb'(2aIo) R 12'(2x10) 16'(2x10) 0 12'(2x10) 16'(2x10) 12'(2x10) 16'(2x10) 9'-2i' Q'(2x10) 16'(2x10) ` I 20'(2x10) 14'(2x10) I 20'(2x10) 14'(2x10) 1 20'(2x10) 14'(2x10) 20'(2x10) 14'(2x10) I- 20'2x40) 20'(2x10) 14'(2x10) I✓ 20'(2x10) 14'(2340) . 20'(2010) I 20'(2x10) Alx 14'(2x10) x 20'(2x10) x O 14'(2x10) 6 us 20'(2x10) • 14'(2x10) ' 20'(2x10) • t' 20'(2x10) A1. O 14'(2x10) 0 kR 14'(210) I 20'(2xlo)2o'(2x10) 1 14'(2x10) 20'(2z10) 14'(2z10) 'II 20'(2x1O) y ' 20'(2x10) 14'(2z10) kmp° I 20'(2x10) 14'(2x10) In ; 20'(2x10) 14'(2x10) # I 20'(2xlo) 20'(2x10) 14'(2x10) 20'(2x10) 1IO 6'-6" 5'-0' 6'-II ' I / / / I9'-6i' It'-5;" / / / / 1 MODEL NAME: SERIES: COMMUNITY: �/INEYP�RD �i�i���, CENTEX HOMES rn MODEL NO: CHECKED BY: c.n1„llamas expressly r„w ..n r m manes m yw. al.r LOT: CUSTOMER: .� UJ—rn "'°o^"r'o""'"""°°"nI.T .P'""irena1b°°Apiouced. INDIANAPOLIS DIVISION PHONE: 31-I-G15-2200 z 2' O2 2102-2 changed,a cooled 1n any farm or mener whatsoever,not are Stay e . P DESIGN REF. CODE LAST REVISED DATE: °a"e'bieeb.Wrep.Mwee"ranlveWf"n"."sneer'°" FILE: DATE: 6602 EAST 15th STREET SUITE 100 FAX. 31'1-915-220I J . s..ntacenle.wom...lnuee.nta .n.e.a INDIANAPOLIS, IN 46250 WEBSITE: www.centexhomes.com 1 ND0003 O1/O 1/O0 these plans by a tram party.the mire pail shell hold Cayes name. \ nerm....0 2002 c.ew tw.wa NOTE: WHEN OPT. WINDOW O 6 o 4 1/4" GROWN IS SELECTED DECORATIVE QN 4" 4 I/4" GROWN PANELS/CHAIR RAIL (N 4 1GROWN 4 I/4" GROWN - ARE DENTED OR CHANGED ..N E / �c r 41r � " —�11/16 x 13/8 rr — 11/16" x 13/8" ASTRAGAL TRIM mm; GAL TRIM 2 3/4" BEADED II/16" x 1 3/8" 11/16" x 13/8" II OPT. Il O CASING ASTRAGAL TRIM ASTRAGAL TRIM a WNDW. II z ..w- 36" G.O. I I II/16" x 13/8" I 2Qm OPENING , Iv ASTRAGAL TRIM a.� II I2I' DECORATIVE MOLDING (TYP) 3 I/4" CHAIR RAIL 3 1/4" GI-AIR RAIL 3 1/4" CHAIR RAIL I 3 I/41j CHAIR RAIL p82 '� \ W N2 — _ i >aZ . . 3 DECORATIVE PANE EQUAL O GORATIVE PANEL. EQUAL H Q 21"X2I SIZE 1 PAGING x21' HIGH -, 24"X21"� SIZE 4 PAGING x:I' HIGH 24^x2r' `n6 21"X21' El 1 I 1 ) 36'x8" 0 II --56"x- ' 1 I m 4 I/4" BEADED BASE —I'll —I„ q'_42" jo, 3_O' ])._--1,1 I'-O' �i'-I" I'-O� \ 4 1/4" BEADED BASE �II1� W QQ / / _ / II'—I" 13 2 it 13 II / J' / / ELEVATION 'A' ELEVATION 'B' ELEVATION G' ELEVATION 'D' INTERIOR ELEVATIONS AT DINING ROOM R t I 1 4 1/4" GROWN d TRAY GLG.------) \ , (' - —Th O\ ) I/J i rr ASTRAGAL TRIM OPT VOL GLG ( PINING , I w IP-A4941 - GROWN 4 O� kri DO0 � o EXTEND WALL TO REG GAN MOULDLING < ' -- s ���� GLG WNAULT ° 01 '�TM„e —QPTION HEET I PLANT SHELF / _� �� ASTRAGAL TRIM r ' J •jI `\\_----�// - �fl DETAIL ® DR GROWN 0 olmD ue -----' PLANT SHELF t.-3._ 111 HEA s _ - p I'�//// ////////A 1 `(.3.O m \_PLANT SHELF DINING ROOM PLAN -ICI I 1 Oa O\ r o 6 Qi Iflilll 110 6 m OPT VOL GLG �� ''' �'� (0 W s1 1 w/PLANT SHELF 3 } c �'g CO\ 1'-4" p/ ifiiil al HMO j'� 3'-6" 'I �� \ \ \ ' pia ,f' ,I' P 2668 TO , nth MBATH \ dJ a�g \ Iy OPEN TO DINING Nia�E 8" WOOD COL c w/BASE ff GAP ir o O r- 8, 1 - Qm y� 01 OPEN TO SITTING ROOM ION Q 5 5 1 �i , -,0 3'-O" z N ILI 1O ''�— /,,, 3'-6" HALFWALL O ,— 0 ' o / 4-8„ ,�/ ®ATNTY /WOOD GAPm LIVING / / AND APRON o $ - EDAT \ - \_\ , ©AT OWNERS OAT OPT NI SITTING SHEIET NO. BATH FOF 37 .` OPT. MEDICINE _ 5'-6 ' CABINET N 30 ' A`+ �HOSE BIBBI. '‘I' N; d i3w243o LINEN d I 6'2 -_r%I -� ri o L---_L----- c 1 55 ir OPT. - r m � I2, 1.,.1_1, 524 GA NRN 1 DD 6L I VDD R DBL 2X4 O mm 61 I SB36 DW2 - WALL ` i M LOCATE PLUMBING oX- _ u� IN HATCHED ARE _ =Q LOCATE PLUMBING 0.1L- o OI , z — IN HATCHED AREA m 1, ' 0 BRK ---- kv/ } Cr Z �K Ui m KIT 5EE FLOOR PLAN, D H Lulu l�l C U� or-o OPTIONAL Q 0.r 0. CXV 5HT. 6 FOR DIMS. VDD30L `, mNm C W Q Q 1 ao- w/OPT wmb� F331 1 AGGIE SDBL BOWL111:1W �� u Q��I ...._= "1, REF I 536 B36 NPIO I I OPT. MEDICINE iTi PANTRY I Y CABINET 055 L___Yso1214__, N5630 W3630 in1 PLUMBING LOCATION 1 PLANT SHELF 0w/OPT. DOUBLE — —, BOWL SINK 7-1 —DN j j w . n , 1 II •o U 0 KITCHEN PLAN MASTER BATH PLAN WALL.v4••r-o• LUXURY BATH PLAN . SOALZ, va••r-o• HALL BATH PLAN GALE, InealLO. 3 o IitI I'-O t! " E 8i' IL s — 7\ -, 'r 111 hg zh —j s ti.g OD n T PR0 = Zi if) ' saa in EC Ii$ t, Id a _OI , s.5 N N Siiliii EC r ISLAND EC EC a_ •0 TOP-50X26 EC EC .6 I EC NpmN� ., IZ e 6 w POWDER ROOM m z n g o eu ca ve•.r-o• o o • o . EC W _, N. z COUNTER TOP LAYOUT 0 SHEET NO. II FOF 31 • 12'OH 12'OH Sp o N , A ❑ Igo r 0 6 ❑ rn _it 12.OH ❑i. 6 OH < . E-2 i 01 Z - � CI T r '- Lr` I§ ICI T. 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T1T11TITII I lrTrrl in rill I 6'-II' / Ani C1 S'-ee 1 / MODEL NAME: SERIES: COMMUNITY: ° _ I VINEYARD RI VI ERA CENTEX HOMES MODEL NO: CHECKED BY: Cante.lianas e.PtsssiT reserve,a copyright Conn=,..copyrightandN other LOT: •CUSTOMER: .J O properproperproperlyrights s in these pants.These p r nl n n plans e be p aimed. •.T ri Z 2'102 2'102-5 cM':we.aonw•a,n any wnna .''ne'..whatsoever,n>rennto INDIANAPOLIS DIVISION PHONE: 31 1-915-2200 P DESIGN REF. CODE LAST REVISED DATE: Needyne°'°°'°`°w w,ttamnnta,u,wgme.dm,pm+era: FILE: DATE: 6602 EAST 15th STREET SUITE 100 PAX: 51-1-915-2201 and consent o,Centex Hanes.n 1N evert of onwlatxe°,aee of JIND000S 09/0I/00 these 2 Men pally, hi hold Conies"'"'e=ls000 INDIANAPOLIS, IN 46250 WEBSITE: www.centexhomes.com 22,_4. 22.-4" 52'-0„ / / / / / 2'-54' / . \ \ \ \ \ \ \ \ u dl A/ \Vey 1\::\ 71 � r ill m%0 zz CC! 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CODE LAST REVISED DATE: '''7.9iii°1OeY"r°pe"y'g'o'"e'eto°r,w"ge'•"'ermpe"�+s.�t FILE: .DATE: 6602 EAST 15th STREET SUITE 100 FAX 317-G15-22OI eni ca"ml or cml.•tom...In the cow a"""norhe"rwe a J INDO003 O6/11/02 "..2."e�a"kap",y."'e""°1""e'"'1'em`er""°"" INDIANAPOLIS, IN 4S250 NEBSITE: www. entexhomes.com � h"rmleee.o zo"z eenm r"nru ..,.RI..N.J ZOOZ 0..Iwrvy ( 1 WOO.sawogxaaua0•MMM 91IS93M OGZ9t> NI 'GI-lOdVNVICINI ••..H.M..0 PIN 1.4.I..tl WIN NI'41..o i.Aq...0...y, IO/-bO/OI 6000QNI p..,.,PaiPdpne,,IO,..A. ,W..w.Mm,..7l.,u..um P.. IOZZ SI b-LIS X dA 001 311fK 1332115 47SL 15V3 Z099 Ada 31� .�.1 �.uuu.ana^,s,v i^oaiM N,.a wrn.m P..dsee.a 31V0 035N321 15V1 3000 '33ii N01530 p q Awl.a,,,q.1I.,,,,nu're..oSIMIA1,•„AMMO n wpl Au.u1 P.r0m,.'P.l5u.Va -n OOZZ Sib-LIB °SNOHd NOIGIAICI 5110d�/N dIQNI 3,..,., *.•11..1uNd.„41.„„�„A,,,,,, Z-ZObZ ZOlcZ \V g: 413roisno :101 >r..w.NdbAdm meiuwuro.n,so,....,Al...Mn..w.1.1.a1..0 :AB 03)103H0 :ON 130011 w SSHOH XS1N23 'citGIAI I c v). 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II _I p�" of t: �� _ 1L -•� - i e = Y O i1.f_._ —km W> I� ■ in .,--} I U sg � i ry CL I' � u 'r 44-,L p .01-. =, LI - - --- d ...-•\ /.1_,Ii\ i - 6 1 . _// / /\ 5-r A 03'91WYaA N0 T l';.9 x.L Al L/I LLXC/I 9s-'021 C/I CLXL/1 95=071 / HS 090G 140 HS 0906 140 n A .15-Z SJ , / / / / .L-II .4,9 .l-,bl hi .O-.s .b-,LI / / / .0-XS .b-,LL , , .b-,b6 0 —I s e P I— F-----71/ 1?c, --- \ LL 111 Q _ ' n Q II i f/ •, z� \I i \ !l Z IL, e II1 in I l \ , J J _ I kll 11.1 1.---. 9:1— =— —.111Lemem r4 `v HS 0906 ld0 II a 4 < c • III 000 R-13 INSULATION 5/8'TYPE 'X', FIRE Dry @D.@ 1/2"GYP. BOARD CODE GYP. BOARD (V I E BASE NOTE: R-13 INSULATION R-13 INSULATI• Nn-i 3/4'T &G 0.5.8 tom` SLAB SHOULD BE POURED 1/2"GYP. BOARD 2410 FLOOR JOISTS -►� 1/2" GYP. BOARD / 4,;1 6 m R ENC I' JOISTS :�_�. 4' BELOW TOP OF BLOCK 4: BASE '�� 6 C WALL &SLOPE TOWARD BASE 0'.. 1/2' INSULATED SHEATH INC j,f�-I X1111 '' GARAGE DOOR 3 4'T&C O.S.B. .•BI;\ 3/4"T k G 0.5.8. �` r-J CCA TREATED 244 ► / ► ►� 1/2' INSULATED SHEATHING 2' EXPANS ION JO INT .r' SILL PLATE W/SILL -.3� / 2x10 FLOOR JOISTS i r. BRICK TIES 2x10 FLOOR JOISTS -- �� m m f1 SEALER ►! ENG. 'I" JOISTS --� �3 tli OR ENG• 1" JOISTS -�'. SIDING AS SPECIFIED O ; \ \ ►Al\ KEEP HOLES O 4e'O.C. --r-1 \ W CCA TREATED 2x4 ► i 2'DIA. ARCHER BOLT 'C - '/ :. 'SLAB \ CCA TREATED 244 n• \ BRICK SILL FLASHING SILL PLATE W/SILL ►, m O x- 16 LONG O 6'-0"O.C. 4"THICK CRC. SLAB x' ►� FINISH GRADE `l OR STRAPS AS REOb ►�; . .•� SILL PLATE W/SILL ► • SEALER ►� SEALER n - FINISH GRADE (L W 3 1 2"x24' FOIL FACED ►�. :r>i::'..:F.:i:?: f�:i - i _ a ► / \ BATT INSULATION OVER 3 1/2"x24" FOIL FACED ► I !tom 3 1/2"x24' FOIL FACED � Avi� 1/2"DIA, ANCHOR BOLT ,1,. // VISWEEN BARRIER � '. 1/2"DIA. ANCHOR BOLT GATT INSULATION OVER O' J 2 ROWS OF HORIZONTAL VAPOR REBAR �: \ \ OVERµULARMF4LLiV BAVAPR BARRIER TT INSULATION OVER • �,�e'/~� 16' LONG O 6'-0 O.C. VAPOR BARRIER ..... - 1oft B LONG O 6'-0"O.C. IN 32'HIGH WALL ?_ %/ � /� C 2 ROWS OF NOR IZONTAL REBAR '� ! •" � �/\ R STRAPS AS REO'D 2 ROWS OF HORIZONTAL REBAR = / \\; STRAPS AS REO'0 ►. 8i IN 32'HIGH WALL '; B'C.M.U. {S Z Q O 4'MIN. GRANULAR i' IN 32'NIGH • WALL •::: � 8•CONC. // z �+ FILL •... • \ /\ WILL � ..• / / /' FNDTN. WALL 4'MIN. GRANULAR / O-� 4'YIN. GRANULAR tr S W(V w`...•..:..•:.► / / 16'z6"CONCRETE �:- ' FILL / j F- _ FOOTING (2,500 PSI F ) FILL •-...�• ' • 16'z8'CONCRETE > q:1/�/!:•,4r.>/,..:`?.,5 ...'\\j\ ' ' t • • •:.i! v�j\��\/ 1fi•xB"CONCRETE f `.air'_..�_i� , \�//V / FOOTING (2.500 PSI F ) m /\/ /� " \ .' '• •'A' \� �j. ,� �\ FOOTING (2.500 P51 F ) / (�~Z VISWEEN VAR / \\ \ \ \�\�\" " // \/ /�_ —_4 4\� MN \ \\ J N J BARRIER W/BALLAST •.�/�/� � �// VISOUEEN VAPOR \�� �/�/ \ ��\ BARI I POLY R IER W/VBALUST \//�/i\%\ \/\ 1_T{1 ON TOP - SLOPE TO \/�\/�\ 'U'RE-BAR O B'O.C. BARRIER W/BALLAST a/� \ > / / 'U'RE-BAR O B'O.C. ���., DRAIN O SUIJP PIT ON TOP -SLOPE TO /\//4\///\ /// 'L'' RE-BAR ®8'S.C. RAIN 0 SUAP PITO \ Q RAIN 0 SUM,PIT C1 CRAWL SPACE SECT. @ GARAGE 0CRAWL SPACE SECT @ BRICK C3 CRAWL SPACE SECT. @ SIDING Aal< 0 U z z CCA TREATED 2x4 SILL PLATE W/SILL SEALER R-13 INSULATION R-13 INSULATION 4'EXTERIOR CONC. R-13 INSULATION 5/8"GYP. BOARD NOTE: �_ 1/2' INSULATED SHEATHING 1/2'GYP. BOARD ,► SLAB W/(SLOPE E CENED :€` 1 EDGE (SLOPE AWAY 1/2'GYP. BOARD BASE / /2' INSULATED SHEATHING BASE SLAB SHOULD BE POURED i' ��!'_,\\\`,G. FROM HOUSE) 1/2" INSULATED SHEATHING 4'BELOW TOP OF FOUNOAT I. ii\ 3/4'T &G 0,S.B, ' • WALL k SLOPE TOWARD ►I?\\. s! _El 4'MIN. GRANULAR PORCH ► -I- BRICK TIES 200 FLOOR JOISTS ►� _I�� - BR ICK TIES FILL 2r10 FLOOR JOISTS GARAGE DOOR I��:QC ENG I• JOISTS —� ►�I \\` —� BR ICK TIES ) ENG. I' JOISTS WEEP HOLES 0 48"O.C. O WEEP HOLES 0 48"O.C.i/2" E%PANS ION JOINT _ �►+'_\\ WEEP HOLES 0 48"O.C. %i_\\\' ,\ - • � � • � - 4' THICK CONC. SL ', 7 i,-E. CCA TREATED 2x4 is I\ - ..: . . Q\' BRICK SILL FLASHING SILL PLATE W/SILLS _ BRICK SILL FLASHING O CCA TREATED 2x4 • ~ BRICK SILL FLASHING � a • SLAB - • - SILL PLATE W/SILL H t c> o ti. FINISH GRADE f SEALER ►1 FIN ISI GRADE y /\ \/ 4 4'. SEALER x FINISH GRADE Y� VISWEEN BARRIER gm, �., 3 1/2'x24' FOIL FACED �.►� ' `/ FOIL FACED •I OVER MINIMUM 4' I 1/2"DIA. ANCHOR BOLT GATT INSULATION OVER 1/2" DIA. ANCHR BOLT jY//�/\// FINISH GRADE 3 iBATTINSULATION OVER : " \/\ 1/2•DIA. ANCHOR BOLT GRANULAR FILL N\�/\ /\ � \ \/ 16"LONG O 6'-0"O.C. VAPOR BARRIER ►� _ �/�/ 16 LONG•O 8'-O" O.C. � \/� � /\/�\ 16' LONG O 6'-0'O.C. • R STRAPS AS REO'D •� R STRAPS AS REO'D \ �\�\ .\. \ 8'CONC. VAPR BARRIER 's� OR STRAPS AS REO'D • \./.\\ �.C /\ 2 ROWS OF HORIZONTAL REBAR ►� \\ %\//\///// / >>, \ •c� FNDTN. WALL j/\ \ 2 ROWS OF HORIZONTAL REBAR •N \\ /\\,� /• 8"CRC. m IN 32"HIGH WALL •% /•• 8'CRC. ./�� � � � \ T • �����\ m IN 32'HIGH MALL ` / FNOTN. WALL ix 4"MIN. GRANULAR ►%- / FNDTN. WALL ry // / / / v / /\/ O �\/��/ 8"GRADE / / / \ \ \\�//� � �� // / / / VIIdiN. GRANULAR /// / ' BEAM h \��/�� �/\ v \\/\/ 16.4.CCNCRET P51 I) • % • • •..t v/\\/\/. 116DT 'C(2 RETEPSI F ) \` \�\�\/ / / // 16 x8" CONCRETE "i .:.`,5'.`?!:, • '�/ /\/ ASREOUIRED • . ti.. FCCT 00 �\/�/`�\ �\ / '•: 1 / � FOOTI a :'. •,, " \\/�\/\� \\ VISWEEN VAPR ' /�� \ \\� \'\\ %\ \\ \� APOR)4.,,,,,„...„.„, „, / �/�//� ///7�\, Y� ,,, E Et' '\\//\//�\///\ \\//\ 'U'RE-BAR O B' O.C. ON TOP W/ LOPE TOT '\\//\/I\/�\ \\//\ 'U'RE-BM O B'O.C. `\\\\/\ BARR IIEEIR W/VBALLAST \\��\/�\ //// �/\\\ DRAIN O SUMP.PIT /\/\// \///�/ RAINO SUMPRET O \/�\ \/\� 'U'RE-BAR 0 8' O.C. le 9 53 C4 GARAGE WALL SECT @ BRICK C5 SECT. @ CRAWL & FRONT PORCH C6 GRADE BEAM SECT @ BRICK ifi8i Vffl R-13 INSULA7i• Iiiii IL NOTE 2H;aaai 1/2'GYP. BOARD �_ GARAGE SLAB SHOULD BE POURED - S�g 5 6 r �B Uw BASE 4"BELOW TOP OF TOWARD FOUNDATION `g" $ :' ' WALL &SLOPE 2"TOWARD - GARAGE DOOR FM. WALL BEYOND w 1 - €wo 3/4'T A G 0.5.8. ► 1/T' INSULATED SHEATH LNG ;=m "a" .r° w / 2x,0 FLDR Jo I5T5 . In 2 5 R ENc. "1• Jo I5T5--� ► iiii3:i ►I SIDING AS SPECIFIED _c: ' CCA TREATED 2z4 . 1/2" EXPANSION JOINT _ SILL PLATE W/SILL �3 FINISH GRADE O 4" THICK CONC. SLAB `0 SEALER ► T� SLOPE 2"TO D0CR SLAB W < 3 1/2"424" FOIL FACED \ 1/2'DIA. ANCHR BOLT BATT INSULATION OVER �' 1B'LONG O 6'-0'O.C. "`""`'''`"pow"` = VAPR BARRIER ► �' / / > w O \///\j` R STRAPS AS REDO _ ..... ...../...... m 7 S O •,.• \./ �/ 8'GRADE V ISOUEEN BARRIER \‹ /\\•l/ � L,2 4"MIN. GRANULAR --. OVER MINIMUM 4' _`% _`% En FILL .� /\ BEAM E GRANULAR FILL \�/�� ",<'/ 8"CONC. ......•....• •:.►� ` \ \�\ REBAR CAGE O k \S�\ FNO. WALL l0l/U 5 5:r_..•�.•S" .:%e:2'..?�' ./\/////// AS REW IRED 'ry \/\Y\\/��\ \ gO i/\/ /\/ \` '\ / W 16•x8'CONCRETE n O cJ 0 \ //\< • \///� �� FOOTING (2,000 PSI F ) La O 4 O 6mi I POLY VAPOR //\\�\ \//\/��\//\ \ <'�Z O U 1-1 O BARRIER W/BALLAST \\/\ \• 2 O - ON TOP - SLOPE TO \ �.'//c'/%//\ 'U'RE—BAR•O 8'O.C. m W Z — o .• _ ORA IN O SUMP PIT 5 Wo • C) GRADE BEAM SECT. @ SIDING C8 GARAGE DOOR LEAVEOUT SHEET NO, 3G For 31 1/2"GYP. BOARD 5/B"TYPE "X' GYP. BRD. R-13 INSULAT I• - _ R-13 INSULATION 1/2"GYP. BOARD R-13 INSULATION ':�i R-13 INSULATION 0 o p R-13 INSULATION BASE :.;%/, 1/2'CVP. BOARD � �- J 2x4 BOTTOM PLATE O 3/4" T &G O58 F "'///, R-13 INSULATED BASE ► 1/BA GYP BOARD )N NOTE: :..: -:�� SIDING AS SPECIFIED BASE *"�S ID ING AS SPECIFIED IN -1 SLAB SHOULD BE POURED z.- % BR I. 3/4"T &G OSB c".,_, 3/4' T &G OSB (V -� 4'BELOW TOP OF BASEMENT 2x 10 FLOOR JOISTS , = I xp 2x 10 FLOOR JOISTS •� WALL &SLOPE TOWARD ENC. 1" JOISTS —���� j EP HOLES 33"O.C. 2z10 FLOOR JOISTS ►� 1/2' INSULATED SHEATHING In N l �1 :. GARAGE DOOR ►I/I!I ♦' 2z10 FLOOR JOISTS 1/2• INSULATED SHEATHING DR LNG. `I• JOISTS ►II• ►. OR ENG. 'I' JOISTS—� .�iI ��� O �1; .; ;I,�„ BRICK SILL FLASHING ► R-13 INSULATION EN . "I' JOISTS (j 6._. �, 1/2` EXPANSION JOINT S ILL CC PLATE WED 2.4 S ILL '1-� ►�� R-13 INSULATION I I 0 r� 4" ill ICK CONC. SLAB SEALER / �� - ✓� CCA TREATED 2x4 - I'I-J CCA TREATED 2x4 '•II BASEMENT II,. SILL PLATE W/SILL II • I ; 511E PLATE W/SILL .i i�: ..SLAB ✓ -"" - . T ''i'i' _ IN ISH GRADE CCA TREATED ILL 3 m IN ISH GRADE m m i ---'k SILL PLATE W/SILL SEALER •{:n : 4 ROWS OF HORIZONTAL • - '}, SEALER I, 4 ROWS OF HORIZONTAL ,.d1` ':""'"":,,:'."_6mII VAPOR BARRIER REBAR IN 8'HIGH BSMT. WALL • 1/2"DIA. ANCHOR BOLT ROWS OF HORIZONTAL U,1 REBAR IN B'HIGH BSMT. WALL I OVER MINIAUM 4' IS" LONG 0 6'-0"O.C. REBAR IN 8'HIGH BSMT. WALL '. 1/2'DIA. ANCHOR BOLT I I Z _ \\ \ \% GRANULAR FILL /6 VERTICAL REBAR I) I ') 1/2"DIA. ANCHOR BOLT /�66 VERTICAL REBAR • (GRADE 80)O 24'O.C. OR STRAPS AS REO'D VERTICAL REBAR 16` LONG 0 6'-0• O.C. 16 LONG O 6'-0`D.C. 0 x N (GRADE 60 O 24'O.C. FOR 9'HIGH WALLS % \% \% \% /6 OR STRAPS AS REO•D HORIZONTAL REBAR° OR STRAPS AS REO'D m II- FOR 9' 0)GH WALLS % \% \% \ . pq�TUING 11 WATERPROOFI (GRADE 60)O 24'O.C. �� 1/2'DIA. ANCHOR BOLT /6 VERTICAL REBAR PFR iINAL SELECTION FOR 9' I CH WALLS \' \' \' IN B'HIGH 85MT. WALL t6 VERTI)CAL REBAR ,,•• •\ \ \/ 16 LONG 0 6'-0" O.C. (GRADE 60) 0 40"O.C. ,I,;•14',3W':L: /6 VERTICAL REBAR %/// //�// pAApgOOF ING pR WATERPROOFING (GRADE FOADDE8fi0)IGH MIALLSD e' ••;:.ti•' OR STRAPS AS REO'D FOR 8'HIGH WALLS e�.4 :';.•••• (GRADE 60) O 40" D.C. E`?;:1:11;;;;4:74::. PER FINAL SELECTION i H '�i� "t'� pA�ppppF lNG pR WATERPROOFING �:>::J• 8'CONCRETE FOUND. WALL FOR 8'HIGH WALLS I '' 4•CONCRETE I PER FINAL SELECTION 4' CONCRETE � A � B'CONCRET F ,•�.d•. ' - � ,i 4' CONCRETE E OUND. WALL Zo B" CONCRETE FOUND. B`CONCRETE FOUND. WALL O ^w � Z0.: E E OU D. WALL j... O-- VERTICAREBAR / /6A 8i LLJN C. ^ GR DE 0 O 40.0. 5 MIL. VISOUEEN..: :!!P_; `-l: 6MIL. VISOUEE,'; .:: ?.:`:.::>y;.:: i�� a:%i .:.:. ' x InF`O : ...........' t a.••+ •� % \�w7IA7/�7�L��/ 6MIL. VISOUEEN _1 5a1- i _ GRANULAR FILL\ 4KVAK ��7���1/ 4•DRAIN TILE GRANULAR FILL A\Az ` a a a a % 4'DRAIN TILE m ' a• LL r 4'DRAIN TILE •�\A\ a \ \ a a • 16• x 8" CONC. EMIT ING F ILL z 'U'RE-BAR O 8'D.C. Q • N 16" x B•CONC. FOOTING 'U'RE-BAR O 8'S.C. 16" x B. CONC. FOOTING 'U'RE-BAR O B' D.C. O Q U1 B, BSMT WALL SECT. @ GARAGE Bz BSMT WALL SECT. @ BRICK B3 BSMT WALL SECT @ SIDING RASFMFNT pgMpppp GG ppRR yy//qqTT�� Z °n O ? PER FIN ALNSELECTIONRPROOFING W 11,Z4 R-13 INSULATION i:1 v+ • Z O p / 1/2'GYP. BOARD iiI �.,. u Z 2 Z_ 1/2" GYP. BOARD 5 8' TYPE "X" GYP. BRD. BASE .�; ! SIDING AS SPED IF LED R-13 INSULATION 3/4- T &G OSB •! I 4 - R-13 INSULAT I IN - 2.4 BOTTOM PLATE 2.10 FLOOR JOISTS .1, 1/2' INSULATED SHEATH ING a M, OR ENC. 'I' JOISTS—� =I�;� "' R-13 INSULATID*1 �: . 4 CONCRETE ; 2x10 FLOOR JOISTS ''I OR ENG. "I" JO Ws-- SSTEEL BEAM M M•. (IF REO'D, —�- n �, SEE PLANS) CCA TREATED 2x4 ° q 'I • d VERTICAL REBAR SILL P _ <_ I,'I � IN ISH GRADE CCA TREATED 2x8 G16 RADE 60 O 24' D.C. SEA - Wr- - - • 4 , ::::::.:::? .a•. SILL PLATE (FOR 9'HIGH WALLS ' ri. . ° 8 MIL. VISOUEEN i "' SPACER WilI 1 2"DIA. ANCHOR BOLT /6 VERTICAL REBAR •I / LONG 0 _ �a 'A STEEL BEAM (GRADE 60)0 40'D.C. 4 ROWS OF HORIZON OR STRAPS AS REDO C GRANULAR FILL'1�\��\,a �` \. �` 1•� 4" DRAIN TILE • (Y - FOR B.Ff IGH WALLS REBAR IN B'HIGH BSMT. VMLL r 'l a B'x 16'CIXJC. PILASTER REO'D. \� \� \% 16" z 8' CONC. FOOTING 'U' RE-BAR 0 8'O.C. Z •� WALL PILASTER •O BEAR ING (8X8) WiEN BSMT. WALL LENGTH .-,E...;•.K: pAAPROOF ING OR WATERPROOF ING �:; .. ER FINAL SELECTION TYP. 8" HIGH BSMT WALL SECT AASFMENT IS GREATER THAN 40 (LOCATE ;Lti f AT BEAM BEARING WHENPOSSIBLE) ':�;�"' ad < ® �.i • 3 ROWS OF HORIZONTAL 4•MIN. GRANULAR - B'CONCRETE FOUND. WALL REBAR IN 6'HIGH BSMT. WALL FILL 4' CONCRETE • • ' •• .• • /6 VERTI)CAL REBAR 6MIL. VISOUEEN * �;.a "•i�''• d a c0 o (FOR 9 6H 1 •GH WALLS C. Q GRANULAR FILL`'F a .4'~ y W� 4"DRAIN TILE GRANULAR /.\ / /\ .� /6 VERTICAL REBAR \ (GRADE 60) O 40 O.C. : ;.d,t'1Y^;A, VISOUEEN VAPOR 16• x 8- CONC. FOOTING 'U'RE-BAR 0 B'D.C. R-13 INSULATION �, FOR B' IGH WALLS •. ;x••" BARRIER W/BALLAST • '1 •�':�.�;�;�,. ON TOP - SLOPE TO 1/2'GYP. BOARD y 4'CONCRETE . -„, DRAIN O SUMP PIT —�•� O BSMT WALL SECT @ PILASTER BASE e._ SIDING AS SPECIFIED • 4. • • • M1•,".S;�' 8' CONCRETE FOUND. WALL B� �o BEAM POCKET DETAIL 3/4"T &G OSB .► fi MIL. VISOUEEN " • • �"1 NTS 2x10 FLOOR JOISTS •'�I'��1/Y INSULATED SHEATH ING . : ° ' Z. a. ni OR ENG. "I' JOISTS—�� ice, m GRANULAR FILL\\ %�\ 4'DRAIN TILE :.�1 R-13 INSULATION z w /\/ a /`/ /� \\/ STEEL COLUMN 1 16" x B"CONC. FOOTING 'U'RE-BAR O 8'D.C. CCA TREATED 2x4 x m B6 BSMT/CRAWL WALL SECT. @ 6' HGT. SILL PLATE W/SILL ,[• :— NISH GRADE O O SEALER 1-'••,I .,a'jI 1/2" DIA. ANCHOR BOLT / 16 LONG O 8.-0" D.C, y MECH/CRAWL ACCESS 4•CONCRETE TN HERHI0 AL RER �4 OR STRAPS AS REO'D ; C 6 MIL. V ISOUEEN \\\ _gli ZL 4"GRANULAR FILL ` 3 \ . 24" X 24- X 12" 8" CONCRETE FOUND. WALL • �.� F TING UNDER STL. COLS. i4Bs R-13 INSULAT I. 4" EXTERIOR CONC. Z4' !6 VERTICAL REBAR • ��/ +411441�� 1 SLAB W/TH ICKENED (GRADE ) / _ L- : S 3 /2"GYP. BOARDADE 60 O 24"O.C. BASE :=;%/, EDGE (SLOPE AWAY FOOTING .:°.R-13 INSULATED FROM HOUSE B .u. ��, ��' BRICK TIES rid! GRANULAR PORCH ADJUSTABLE COLUMNS 9aa 2x10 FLOORR JOISTS — ._ �•I;I FILL Bg ,,� •. m W 6 >! 0 ENG. 'I' JOISTS % WEEP HOLES O 48" D.C. i CCA TREATED 2.4 . 5;UG t BRICK SILL FLASHING •SILL PLATE W/SILL -"r-"' -= BASEMENT ; ' '^ 6 2]2. SEALER Mil _ S FINISH GRADE O pAMPRppF ING p(7 y/p7�RPROOF ING 3 ROWS OF HORIZONTAL 1 �\�\,�\\ 4•' • PER FINAL SELECTION REBAR IN 6'HIGH BSMT. WALL j FINISH GRADE 2X4 DR 2X6 { / 1/2"DIA. ANCHOR BOLT is a N BEARING WALL o /6 VERTICAL RE,QAR BASEMENT — 16• LONG O 6'-0.O.C. (GRADE 80)O 24 O.C. CR STRAPS AS REO'D \\ \\ \\ \ \ \ 8" CONC. (STUDS 16' O.C.) ,'ti• p O FOR 9'HIGH WALLS „ \ • } 5— / a .a FNDTN. WALL csi DA�pgOOFINg pR y/A7ERPROOF INCa \ \ Q m N— /6 VERTICAL REBAR PER FINAL SELECTION •� \�\�\� �+ I Iw (GRADE 60)0 40'O.C. ..: e.�:�,�1�^-�yL•`� (D , FOR 8'HIGH WALLS '''•: �., ::�Sti":�•X / /\// , { .�;:p.;.•`.� 8`CONCRETE FOUND. WALL \�j\�j\�j\�/\�j / \ w ix 0 4' CONCRETE � a•••��'•. /\/\\/\/\\ /� /� I v•w rn O 16 xB' CONCRETE 4'CONCRETE 2X4 TREATED i U +�_ a +,Z;� ��\�\�\�\� \ \/ FOOT INe (2,500 P51 F ) - BOTTOM PLATE 4' CONCRETE 1 \ ),;< •>.,< / 4 \ \mod — U .................. �• \ ,. `�as / O w GRANULAR FILL 4' DRAIN TILE \ � ILLO 1 \ %\ 6MIL. V•ISOUEEN: TYP. 24 ER BE TH ICKENLL ::�1:.40..:.:::n . VOL/ L Z 6 x 8'CONC. FOOT ING 6MIL. V ISOUEEN '-»:�:>»%:.............. , :..�.•�. Xi / SLAB UNDER BEAR ING WALLS ...... ::.:... O U Z 'U'RE-BAR O B'O.C. /�\ �\ /�` 4'GRANULAR FILL 24" \� '%.- w w 'U' RE-BAR O B' O.C. GRANULAR F ILL A\/\ A\ A\% 4"DRAIN TILE o o w - O 0 18' x B' CONC. FOOTING 'U'RE-BAR O 8' O.C. as SECT. @ BSMT. & FRONT PORCH THICKENED SLAB @ 0 88 BEARING WALLS 6 TYP• 9' HIGH BSMT WALL SECT SHEETS FOF 51 • 5b' i Ni rn • n . e C 0 o C.)• 0 m I—'-"' 0 M Z Z ap. r m . ' A 7.p.b In a• • - r. 16'-6i• I'-OJ -1 . _ . ti_„, a it _. ° �a°4. p >. a 00'VI GONGRCft 91 4 • , °1 gig4, a ,ii, ___, w D51 rn. m> n I - > Ise' . oQ1 r - 0 ° I • //U w rn £ ° VI .4; I - Ill — r T I fia- N Ale • 'A 'A e / ao 6 ap. . u. '- Ill \' . . ° p e. 10'-0' • e. I- \ ° e n . A . 'aP e° d /,/.' ' ' .. ep a • ii:11 • p.. e ppp a V! • e 4 • p. a. • %r-91a 4' l MODEL NAME: SERIES: COMMUNITY: ° I VINEYARD RIVIERA CENTEX HOMES N m MODEL NO: CHECKED BY: Centex Homes expressly reserves Its carman taw copyd7d�d stsa LOT: CUSTOMER: N� opemnantabuws:wnw.rnea°Ptenaa°abarePmwm. INDIANAPOLIS DIVISION PHONE: 31-1-c115-2200 'J 0 Z 2ci02 24102-2 hanged,a copied In any form or manner whatsoever,nor are they b . `1 P 0°ualgredbatNldp W.Ith°:LI.taWNrgtlnwtNtenpemt" 6602 EAST 15th STREET SUITE 100 FAX: 317-915-2201 DESIGN REF. CODE LAST REVISED DATE: ,,,d°°aamtmc.at°,Homs.fa tha.a.°taunwxrwcm rmd.a FILE: DATE: \ namue • J IND000S 05/22/02 nMesa annie18nabye1"rdp"^'''t'°"dpaaana,nddc Hanes INDIANAPOLIS, IN 46250 WEBSITE: ww.centexhomes.com nannies,o zoox cenex wn.a • • w 1 • \ �° a oo8 49'-B / N ry m 4 °ST 1 0 OPTIONAL OPTIONAL r. 6 y V'"L J ., I— —t i L J L0 — r t'r 4) noN —Z;��„),,,,/:;,t,<,,:� ;,- - Ili p i i - f j .� F f,.. m; BRICK LEDGE I 4'CONCRETE i r PILILAS IER - L - 111 s m I SLAB OVER FILL a I '' " w, O Z 4 I L J i I PILASTER' ' .0 IL IL %` I --------- :_-1-1 .•.i ,, 8 5EMENT �� --, 4 - lX o o0°POURED GONG. % j -4 w -K QFND.AT PORCH - - V O;; 1 fi, in ii. OPT $3 a 413' 4' I 11 W`' GARAGE-aLL i • I ' _, >as�t(SLOPE 2.'T 6 DOORJ I25 IN6D�T ND. ._ II i _'_�410Ini sI 13'-4• 12'-II�" 22'-0�"u, I J N J 6%; 4! �. 1 STEEL BEAM(ru2X2a)\\ _ r, NOTE. `I 1,'S I ' O 1 m I NOTE. UP I I q i°snr" ,- � Q\ry L1-1 Q h ,I.1 4"x16"PI TER -- l(1 Q �I Q 4 I AvveD - oPr. - --sTeg BEAM WI2K261 r LJ _ u Z_sz Z I - m n5em- / L--- sT�G011PR1 _ N/ 0X16 GONG. V_ ^ 1\ 24"X24"XD"CONC. 0X12 I/2)C4 PILASTER 1I ' FOOTING T OJ•1 1 I J O�F \26.-10i" I 22'-gi I T. < L J a BRICK LEDGE 1- ©', i I- ___ . DLO" 15'-4" 11'-0" 12'-4DLO"" `` I _ �-"El) ¶ k MOIL m / / 1 / / 'A OPILASTER MEN�R r'4 PLrXBg4Mt^ ry ELEVATION"A'ONLY n 26'-4" 23'-4" SEAM POCKET �S WRAP EG / 1 / .. aBEAMI-••KEf DXI2 Il2X4 (17OLD DOYN FOR V. 4.1'-8" I DEAH 31TFORTJ / / STEEL BEAM(W12X261 ...,...... _ , PARTIAL FND. PLAN L. IIBII 11G11 I, , �. I . . ao .dk,. ... ww>, . �: ..a.6� . v v SCALE: I/8"=1'-0" 4Nk6 FWTBe \ SRIGK LEASE PORGT 'm --- PILASTER GRADE BEAMILa g 43 ADD®MEN OPT. `GRADE BEAM 4°CONCRETE j r ry\ 6RIGK WRAF SLAB OVER FILL �.�,�_ION . O TB7 / \ \ L 0"POURED GONG. ': ' o fND.AT PORCH r /��Cp . L— J pi r —I n L Gllf� w �V / " ,.,x: -az.,,...mv .;�u ,.., _max =..M... .__ -b. ' �'� 0 \ /:p I L -1 4'CONCRETE > in A e 417 -- � / •�;—BRIGaI LPIbbE PORCH ewe, i 1 1 I 4'CONCRETE , I SLAB DYER FILL S42 ry \ ,,,,,,,,,,,,,yl// I 1 SLAB OVER FILL 4D H I NOTE.SEE PARTIAL PLANS 11 (SLOPE 2"TO 6AR�E•'-•- ) yy�� Cl ��� j I ON THIS SHEET FOR DIMS.4 U O y y. -v -;. I I i• I I LAYOUT of EL.B,G t D, 11. UO S I L i'I NOTE.S SR I.2s t 2C FOR 11 g 1 \ n\ 1 // \ %'. TYP.EXTERIOR GONG.WALK t r If 8 L- J -1'. I DRIVEWAY LAYOUT g I N 4 S a y i ti 0"POURED GONG. /: I . 8 MD.AT PORCH ,r' V I i 1 g g %/ GARA�yIE � \ • g=zp ' 4'COMORET I } 8 ' �''• SLAB OVER FILL PXIILASTER Q • c S (SLOPE 2'TO�iARAGE DOOR, 11 _•`!3 {• .a 1? I . V BRICK LEDGE o g58$Eno g I 5�5FCf.14 FOIt 3RD T v ° 2 P i i I OTT 9RD GAR GARAGE u"3„1!3-L I n moo L) 1 °'BLAST CONC.—\ to 0 N(,- v i T.oYV. r T 4- J w i L J / ;;„,�i,i„ii„i;;,,,„„„i C N r CV1i ,- O 2'-5" 2'-IA" 6'-I " 2'-I�" 2'-01° ,�—,, „ „,„,u)1;,,,,,,;,ii,i,, ,/d r BRICK LEDG LaE tn / .( / / / / )—U .4 15'-4" 11'-0" 12'-4" 11'-0" / IS'-4' II'-0° 12-4' II / / W Wm / _/ 26'-4" / 23'_4" Z O v Q / / / 26'-4" 23'-4" Z> (sV rc Q ♦ / / 49`e" J 2 Z 0 Wp In FOUNDATION PLAN L. "A" OPT- #3 NOTE.LOCATE ANCHOR BOLTS PARTIAL FND. PLAN EL. 'ID11 6'OC.MAX tI'PROMGDRNERS. SHEET NO. SCALE: I/8"=1'-0" SCALE:I/8"=I'-O" 2B3 �o OF • 1 e SHEET NO. DESCRIPTION in p CENTEX I..I1 O M E S J� #1 COVER SHEET/CONSTRUCTION NOTES W CI Nry o ¢ rt ' 2B1 FOUNDATION PLAN BASEMENT LOCATION 1 its 2B2 FOUNDATION PLAN BASEMENT LOCATION 2 rl' ••R1V1 ERA cOLLECTION•■ ^C -D Qm #2B32C FOUNDATION NNCR TEPBASEMENT LOCATION3 ; n m #2C EXTERIOR CONCRETE PLAN (T LOCATION ) O m ; #3C FOUNDATION DETAILS (CRAWL) W 0 0 i� {,f3 #3S FOUNDATION DETAILS (SLAB) o x 3 �� �� n ''t �r 7 f11 #3B FOUNDATION DETAILS (BASEMENT) I d� PLAN : the VI N EYA R D .� wj LL -, -�'� #6 MAIN LEVEL FLOOR PLAN 0 #7 UPPER LEVEL FLOOR PLAN z 0 Z rn "" - #7A ALTERNATE UPPER LEVEL FLOOR PLAN 0$un 10r-- zi m) C #9A FRONT&REAR ELEVATIONS'A' > GENERAL NOTES: FRAMING NOTES: Cl ' . C) #10A LEFT&RIGHT SIDE ELEVATIONS'A' QW? -All work shall comply with the INTERNATIONAL RESIDENTAL CODE FOR ONE and TWO FAMILY DWELLINGS Design ` a #9B FRONT&REAR ELEVATIONS'B' J �i Loads Used: N 2000 EDITION Roof(Live) 20 psf - #10B LEFT&RIGHT SIDE ELEVATIONS'B' Z 0 J 1999 NEC(National Electrical Code),1997 UPC(Uniform Plumbing Code) Floor(Live) 40 psf _ #9C FRONT&REAR ELEVATIONS'C' EL rr-a_. and the Model Energy Code,Applicable Local,State,County and Federal Codes,Ordinances, Sleeping Area Floor(Live&Dead) 40 psf �a17 #10C LEFT&RIGHT SIDE ELEVATIONS'C' W Q u~j d Laws,Regulations and Protective Covenants governing the site of work. Ceiling(Live Only) 10 psf , ' u� ' #9D FRONT&REAR ELEVATIONS'D' Z u�Z -All trades shall furnish all labor,equipment,materials,and perform all work necessary,indicated,reasonablyDeck Live 40 psf c - Q N p f #10D LEFT&RIGHT SIDE ELEVATIONS'D' inferred or required byanycode with to complete their scope of work. Wind(live Only) 90 mph q jurisdictionP P `- ,� .r Z Z -On site verification of all dimensions and conditions shall be the responsibility of the Sub-contractors. -All mudsill plates shall be pressure treated and set on continuous sill sealer. �y) �•p� D— Noted dimensions take precedent over scale.Each Sub-contractor shall report to the Field Manager any -All floor joist to be 2x10's @ 16"o.c.unless noted otherwise,or are engineer designed'I'joist'fB.2"o.c.�3 = #11 KITCHEN&BATH PLAN DETAILS discrepancy or other questions pertaining to the working drawings and/or specifications. or as noted on joist layout. VV�� (p #12 INTERIOR ELEVATIONS -All alternates and finishes are at the option of the owner and shall be constructed in addition to or in lieu of the -Interior walls running parallel w/floor joist require joist under wall or blocking 16"o.c.between typical condition as per the specific job site selections and addendum. adjoining joist. #13 MAIN LEVEL FRAMING PLAN FND.NOTES: -Doublejoistaroundstairwellopenings. #14 UPPER LEVEL FRAMING PLAN I All joist to be laid out to avoid plumbing. #14A ALTERNATE UPPER LEVEL FRAMING PLAN -Unless otherwise noted: -All foundation walls shall be 30"Minimum below grade to bottom of footing or as required by local authority. First Floor Flat Ceilings are at 9'-1 1/s"A.F.F. #16 BUILDING SECTIONS/STAIR DETAILS ` -All concrete shall be Type I portland cement,Fc=2500 psi MINIMUM after 28 days. Slabs on grade subject Second Floor Flat Ceilings are at 8'-1 /8"A.F.F. dilli to de-icing shall be Type II cement. -All walls are 3 1/S"unless otherwise noted. #18 ELECTRICAL PLAN -All footings shall be supported on undisturbed natural soil or engineered fill. -All exterior openings(Doors,Windows,Etc.)shall have 2x headers sized per code unless otherwise noted on drawings. #18A ALTERNATE ELECTRICAL PLAN ! -Assumed soil bearing capacity=2,000 psf(contractor verify).If a professionally engineered soils report -Provide solid blocking to foundation for point loads from above. has been provided by the owner,those foundation recommendations shall take precedence over that stated -Fire stopping shall be provided at all concealed draft openings,between stories and between stories #20 MECHANICAL PLAN and assumed above. and the roof. #20A ALTERNATE MECHANICAL PLAN -Strap anchors or 14"diameter anchor bolts shall be embedded 15"minimum into masonry foundations or 7"minimum -Roof sheathing shall be supported with blocking or edge clips when trusses are 24"o.c.or greater. #24 3RD CAR GARAGE III 1'into concrete foundations and placed 4'-0"o.c.maximum and -0"from each corner through-out. -Refer to Partial Floor Plans on Elevation Sheets for front windows,doors and porch sizes and locations. #24 3RD CAR GARAGE SECTION -All poured concrete foundation walls shall be 8"unless otherwise noted. o -All outside backfilled perimeter foundation walls shall receive damp proofing as per code. #29 DECK&PORCH DETAILS #30 SCREEN PORCH DETAILS #31 FIRE PLACE DETAILS I #35 TYPICAL WALL SECTIONS #36 TYPICAL WALL DETAILS '� • #37 EXTERIOR TRIM/PLANTER BOXES DETAILS #38 EXTERIOR COLUMN DETAILS #41 INTERIOR TRIM DETAILS NOTE: SEE ATTACHED TRUSS MANUFACTURER 1 .91� DRAWINGS AND MECHANICAL CONTRACTORS gli DRAWINGS FOR ROOF AND HVAC SYSTEMS 81 1 INFORMATION. iv l!.. $ > Ealm ILI IE AREA SCHEDULE V- oilWil a.€il iitifiS PLAN: 2902 ELEVATION A B C D �"$3Sma" �� . 1 1a LOWER LEVEL N/A N/A N/A N/A REVSIONS N 8I` MAIN LEVEL 1566 1566 1566 1587 SHT. # DATE DESCRIPTION BY an 00 UPPER LEVEL /EAGLES NEST 1336 1336 1336 1336 ALL 12/01/00 RELEASED FOR CONSTRUCTION RPL Q m� Mr) Q- w� �m TOTAL LIVING AREA 2902 2902 2902 2923 SHT. 1 03/13/02 WIND LOAD NOTE RPL ap U J TOTAL CONDITIONED AREA 2902 2902 2902 2923 LLI ry go UNFINISHED BASEMENT (STD.) 964 964 964 964 o° Lto W wci zZ UNFINISHED BSMT. (OPT. #2) 1276 1276 1276 1297 — 0 UNFINISHED BSMT. (OPT. #3) 1566 1566 1566 1587 • SHEET NO. 1 GARAGE 509 509 509 509 , r r Si