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HomeMy WebLinkAbout07040185 Revision InfoLAN A24-t IV l-LIN I KEVISW N / F UU1 For New Single Family or "Other" Residential type permit projects City of Carmel; Department of Community Services Permit has been issued: Yes No. If yes, PERwr #: 070q01 96 BUILDER of RECORD: NAME' bAlEES RDA QV PHONE: (3 7 17-730 FAX: 1 -731 sTREFrAYDhPS:f C'T': STATE: ZIP: Tgkonm bilve S' e a I iAIJ o 'S -T ?L `l a{78 BUILDER'S EKAIL ADDRESS: BEST METHOD OF CONTACT: LOCATION & PROJECT LOT r:: SUBDIVISION NAME: P40 LAKIES?flhiE PARK E A SECTION: INFO: ADDRESS OF CONSTRUCTION: 5 NEW SQUARE FOOTAGE OR AREA AFFECTED BY REVISION: NEW ESTIMATED CO OF CONSTRUCT ION:)O O, NEW FOUNDATION 700 O. SLAB O CRAWL SaACE O POST & BEAM :: 'aASEMENT ( Walkout _Y _ N ) l PLANS FOR REVLSION/AMENDMENT ARE PART OF THE MASTER PERMIT PROGRAM; NAME OF MODEL AND REFERENCE #/ID OF r LAN SPECIFICATIONS FOR THIS WORK: n DESCRIPTION OF REVISION: NEW DESIGNATION OF AREA OF WORK SQUARE FOOTAGE: V LS lD LS U IJ LS BASEMENT (Finished and Unfinished Iie Floor 2 Floor 3 - Floor Front Porch Rear Porch or Sunroom Total Sq. Ft. arages of( TOTAL For Single Family and Two Family dwellings, additions, remodels, and/or within 13I days of the date of issuance of the building permit, and must'' issumoc date. Class I structure permits are subject to the GeneraIAOVW T I. the undersiened, agree that any construction, melkyr structures remtsted by this application will complysp Indiana -1993" (Z-269) and amendments, adopted uncle thereto. I also certify that only kitchen. path, and floor d Code 35-44-2.1) that all of the information I have PD knowledge and belief, and that I have not lmo otherwise mislead the Dept. of Community Servic&f orb cupied until a Ce dBcate cf0ccupaac7has been of Owner or Authorl.Ao Agent permit is valid only if construction commences of Occupancy issued) within IS months of the of Indiana (See 675 IAC 12) regarding expiration ' YeI` ®E a epttuctnre, or any change in the use of land or ;abtdTl< t?£?g pfeipdima, and the "Zoning Ordinance of Camel r_r t 4 e State of Indiana, and all Acts amendatory rF ? r ?es btz' I further certify, =cl¢ the penalties of Perjury (Indiana other documentation is true and accurate to the best of my p ? 'coed any information that would tend to hide, obscure, or the truth addressed I also. agree that the construction will not be used 7 the Department of Community Services, Carmel, Indiana. LnP6 A. &zhse)Ay,-14Er11;mE 10/09/07 Print Date OFFICE USE ONLY:**************** ****************************************************** !Va a-ofo?: •?iana ,41 a), s . ?j / .. ?`' NEW INSPECTIONS REQUIRED: PLAN AMENDMENT/REVISION FEE: Upper Footing Lower Footing Under Slab ADDITIONAL SQUARE FOOTAGE; ?z- O Rough In Meter Base • Final Site NEW INSPECTIONS REQUIRED: (If additional Inspections other hen what already remain on the edshno penult are required.) l YA-iQ jLa./ `1"°56-07 Reviewed/App ved: Dept. of Community Services (Date) S:Per"tV"ormy Anwd Residential CITY OF CARMEL Item 1 ct 1 DATE ISSUED.......: 10/31/2007 RECEIPT #.........: 25679 REFERENCE ID # ...: 07040185 OPERATOR COPY 4 Sec:20 Twp:18 Rng:03 Sub:LSP Blk:4 Lot:140 PARCEL ID ........: ZLSP140 SITE ADDRESS ..... SUBDIVISION ...... : CITY ............. IMPACT AREA ...... . PERMIT RECEIPT 2553 TWIN LAKES DR LAKESIDE PARK WES_FIELD OWNER ........... RAYMOND H ROEHLING ADDRESS ..........: 11722 BRADFORD PLACE CITY/STATT/ZIP ...: CARMEL, IN 46033 RECEIVED FROM ....: A-1 EXPEDITORS CONTRACTOR .......: ATTN: LORI BIRDSONG-KENLINE LIC # DREEPRE COMPANY ..........: DREES HOMES ADDRESS ...: 6650 TELECOM DR. 4200 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 TELEPHONE ........: (317) 347-7300 FEE ID UNIT QUANTITY ---------- IRESELEMTR ----- FLAT -------- RATE -------- 1. -- 00 IRESFINAL FLAT RATE 1. 00 IRESFTSLB FLAT RATE 1. 00 IRESFTSLB+ FLAT RATE 1. 00 IRESROUGH FLAT RAPE 1. 00 PRIF FLAT RATE 1. 00 RESC/O FLAT RATE 1. 00 RESPLAME_VD FLAT RATE i. 00 RESSINGLE SQUARE FEET 6,88. 00 TOTAL PERMIT 2817.34 AMOUNT 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 170.54 1042.80 PD-TO--DT 57.50 57.50 57.50 57.50 57.50 12'01.00 55.50 0.00 1042.80 2646.60 THIS REC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 170.54 0.00 170.54 elacey NEW BAL D . 0, D 0 . D; 0 O . D?0 O.QO O.D:D D . 0, 0 D . D, 0 a.Da 0 . ? 0 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 170.54 10510 TOTAL RECEIPT 170.54 Drees HOMES- October 29, 200? Jim Blanchard City of Carmel Department of Community Services, Building & Code Enforcement One Civic Square Carmel, IN 46032 RE: 140 Lakeside Park (Estates) Dear Mr. Blanchard: ohOA 0 / ( We are requesting an extension on building permit number 07040185 for lot 140 Lakeside Park (Estatest as we are adding a sunroom to this market home. Attached you will find revised site-specific prints & plot plans reflecting this change. If you have any questions, please don't hesitate to give me a call at (317) 347 -7 300. Sincerely, l? Josh Klcoyne Operations Manager Drees Homes Life has its rewards I 6650Telecom Drive, Suite 2001 Indianapolis, Indiana 46278-6278 P 13 17) 347-7300 1 F 13171 3A7-7318 I v,wvv.dreeshomes.com LAKESIDE PARK INST.#200500048185 LOT #140 - SECTION 4 CITY OF CARMEL, INDIANA 2553 TWIN LAKES DRIVE LOT SIZE: 13,206 SOFT. CONC. DRIV'WAY: 1,229± SQ.FT. PU31_IC WALK: 476± SQ.FT. PRIVATE WALK: 20z± SQ. FT. SEEDING 4,887± SQ.FT, SOD:',' 476± SQ.YD, PLOT PLAN u ?\ PREPARED FOR DREES HOMES x HOUSE TYPE: LANGOON - "B" OPTIONS. - 3-CAR SIDELOAD GARAGE OpE A. , - 2.4'x12' CONCRETE REAR PATIO S - FULL DA57-MEN T GRADE FLOWLINE,,?' AS PER PLANS DOWNSTREAM MANHOLE ;#536 T.C. = 91377' TYPICAL SWA.LE SECTION NOTE: EL?ILDER TO ENSURE POS4TIVE DRAINAGE AWAY FROM STnUCTJRE(S) I 1 1 4 ? }I I?,I FRONT TAI! OF TYPICAL STORM WATER FLOW PATTERN LOTS FOR 1N'CI VIDVAL LOTS ° I UPSTREAM MANHOLE J537 T.C. - 974.35' 000.0 - PROPOSED GRADE 000.0 - EXISTING GRADE I I dl SrJrveytrrq, ? Ll? `PONYING "7J rN 7HB RIGIfI' ?1RPLTION" NOTE - URIVE ENTRY TO CONFORM WITH CITY OF CARMEL STD. - THE LOL'ATIGYS. DIMENSIONS, AND 7,iDTH ALONG THE PRCPOSEU PL'BUC SIDEWALK WERE SCALE DI CR TAKEN FROM ENGNEERING CONST-,UCTICN PLANS ?3°_PAREO SY OTHER' CR AS PROW)ED. - VERIFY SANITARY LATERAL L06A7IOA PRICK TO CONSTRUCTION - NSIIC BE THE 3ESPO CATION OF THE 6VIO CONTRACTOR TO VERIFY THE BALDING DI E EONS, PRIOR NO LOCATIONS, THE LOCATION O OF OTHER NTEN EM1'T FEA NRES AND ELEVATIONS PRIOR THE START OF WNSTR LN. THE IUSENGEO USE OF THiR PLOT PLAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT DE USED FOR ANY OTHER PURPOSE. ? LAND SLrR'JEYwc5 & LAt]D DE4 ELOn ENT UONSM TINC 605: W CIDHAN. LAKE DRIA-E CID IANAMA S, IN DI CNA 46214 P9ONIS ON1 -29U-1290 OF (TI',?) 290-12 93 URxN: DJK I DATE: C J09$: 07-1 49 REV.: 1 ZONED: ZONING: SPECIAL SIDE REAR SCALE: 1" _ F.F.E. h'SE: 915.7' F.F.E. GAR: 914.8' F.r.E. BSM'T: 905.7' 09/09/02 MON 08:54 FAX 6065780565 DREES ARCH ?14-- ?-- AVBEL ENGINEERING SUBJECT TNT OR EeF-S C OMPAN Y JOIST CPA Al T48L' BY FJ A DATE '5--01 Stf uctural Consuitiny SS Thornwood Drive McDonald, Pa 15057 (412) 745-I965 a? ,O a ? N Z J? Q CHECKED BY. DATE SHEET NO. I OF JOB NO. a l e. ? I Q i 11 ?cY ! 00 I t 1 _ -j '? Ow r l M fV l I I r'. J 'I i U it] ,-,? 17 r j fq y I I I , O i(Y) _ i is 3? 1 ? i I ? Z ?w11 ? 1 I -- I I t I ?./ t =u - H I U I ? I ( i? i ? I ? ( , I 1 I? '? i ? ? , ,p ? i ? O \y ? 1J I v I I ?^ U ? I N j r, I La ? cn i `N O C ' `` i I I ? I 1 Z ? \ I 1 I i I \ \ ll ill 1 I I I ? I I ? I , j ? c I I i l Lij ? ? I I I I I ' I 0 N ? o I oII V? # K M Es i ' r r Z 04 e j 1 +i F F e ?, u, . IJ i. I i - Z< i i , O U3 W O uJ uJ n L, ? c O ? y r W n I t 1\ Q 1 41 a r, G ?c R, h cc >C O X ?''?rr / / j g i R, X II Y p X? j k >c I p 7< SEP 09 2022 09:31 6055730565 PRGE.02 b4!1`J/111k) 11:22 :il lu(T3(Jy WtJStFL I,UNI]?It F'F1lit rJl. 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Vass Is deslpned for C-C A. mn son erw lwaes, and fur Id'VII'RS la maoi 1)Thlstr lies been doagpW far a 10.0 psi Isotlem dW4 Ave IDdd FwIorwme+d aN,A ary cm eve loads. q Calve m*aras nmklaou9 bosom cl rd 151RT M. gPmAdemedlmdolcomecto lbYomer8)01WI mbemllm Plat npnNe of rdmmeramD 280-PRnal)nlrlAa0 bu;0 Word C e Wm upll a1W D, q 7116 alma Is derill aOd 111 accordance W M me 20N e6ematldzral R&46MW Code sections R5a2.11.1 end 1602101 and Rkder n emnderd AWVTPI 1. q If'd of *W Iwo nvc6msdri >b Ere en Prpma•de cha M cal mlalemon of tllo RPJL vsedlon rw of X m upin erafor laOd 3. d, 5,B,T, 6-Ifa dlNiOw/ls mh ' Wm LI dM -NO MOTES sadhn of BIN dlaa x If Illlli!/e dRe9ard by aM I'd] Of cd lM?a dw ft V Cob Foo O.es e ..' to'.. daas mlm. il Its Itsq,&: e \III/ m bm9eae soet muss oe rvso wrug'akOpo M tcacwd mRRnbRa bssrs . \\1. ?).AI wnIFal=«s lNCd rad " to pe+'osd blaral el mownmll d re ate , Mara It a7 dated DlsklaN be eeme dracwe. Sea SCSI-1 Herh Btild q CAeouwlA Safely IKmr radon and bAft aeslymr mQ*W zdz. J Q r•°"^?ti SCi tSTEq LDADCA5g5) Slm,dmd O?; QIGG ?`? - 60910419 %i STATE Of 0 004 S -Iv. I PAP" MAY 25 W ;as ems II e.1 MTN,' 05/90/06 TL?E 06:08 FAX 917 738 9001DAVIDSON LLMER i+i ZARING R005 oil OR'_ESt RR.PL YI0044 -- - 11? Ny ripe Ry?+GDaa.. 1 ?vru?r -.. 1 v21 I ?1 ..??JJ?? Jab RlllflMalW(? 200 s An 1] ]005 MI'i rk Y+??e; hC Sal Fe? d 1P1a'.30 Zf108 PB9e 1 6 . )iactl Pu1JrvJ 5igp:YFan",I6i IN 1631 10.8.1 54.1 ??- 5-4-0 Scl.-1Y2: fa tits 0 311 / C A 91 40 tq;o9 a4 Ni2o If ad • IAADING (osn SPACINO Z-m ca DER h (toe) Well ltd PUTES GRIP "CLL 20.0 PtdnL11 ase :.19 TC 0.19 vedILL) Na - me 999 IB'T20 2e4N00 °CDL 10.0 L,.iw hb 1.15 DC 0.10 Vp ITL) we - We 999 ? DOLL 0.0 Rep59eaf 1. YES ,YE D.m Hor&FW 000 C we Na ws0M: 35b IICDL 6.0dda IRC2002nm200Z Pb -UrAEIEP TRACING •O CHORD 2A45" No.I TOP CHORD M drKtleaPPr drKlhepp brxi-0-0ocR- 90T CHORD RiW Rigd eeVq dheCdy appled m 1D40 M r Slaarg. DOT T CHORD Z K B SYP Na.l OTHERS 2K4 SYP No,9 ry CT*M dbliml A?14&10 &1, C-140I10.&1, D+x4t0A1 L1m RnaA• a e) nue UPIAA?0(19?d sue' e).0-53(30- ast 2). 000]Omk cax 6) MtfllD.aeA=152052fIded raw 10), C=157(bEd face 111. 0=.3645md (59e t) FORCES (0)-nlskaun CompressbNbUdrnuR TeR°110 rOP CHORD A.P. 1M%21. S.C=1=3 ' 30TCHORD A•D•0140,0-0) 0-Q WEBS e.0,282d6o NOTES (2.0) 1) UrblaJa and he bade Idtf been dsrddered fe, M deegn. 2) w ASCE7M",; I?951C TCDL•6.(Ipif-, ECDV3 Bpd: cmmY 0:EpC: rxbse#b1WFR89e0t-W xor14 vb C•C Fxwe.M m'x;em9d ar left uW nri oposed;LwttwDOLs1.60 pie9riDOL-1.50. 11,11 9Pe1b d&agned fm GO Iv lmmoma ir'd krc M mr%*RS fm Madbm ve? 3)lmuMe bwld twa 10.0 psi bdwn M 9ra loed ?l wM wf 01W Ne loads 4) (Sella lcgAb tye0nueue Wt. dwd bee&v. 5) Provide medntlald,uad p9 owe) m e,,ee fo beatp p?Wabl4 m"Ie,? 47bpin pl)wa A, 53 r, Won M,*v C ens 8D m MM ei Idm D. I 1 - 0) THU Imes N de1'ged In mcmde x w M 2003114e rA RS"V%al Code eedlasa 850211.1 eM 8002102 and refna slaldaN ANSM R'fro d Ne RFACTIONS'eAVAfdn of 91s draeig are W Icad w 3.4,5, 6, 7, S. OF 9 em t" se ore e U U r re m p i 7)1)Ne neWM mw:bni:re9++1 m mwn 01 V*W bad r119H std e1e'T9o" nlcdlaira ccnxCOn • : 10'.. Y tam KU b epeD. - We h M'NOIES• eedlan d ells d1.wV WM be 11,11111111111JJJ L r r ?L.• HCIIF ",,, ?4+roae K.We Lr ds zirro mroMn 6w SCSti ad lakM lmaerere rd lYle bmeI b d ebled 0pa' d W b 1 . rl e W?841d4eH 61 bracas 8) AN eu9dho Donbolw+t sandy vMrlmOn, end bddir4J d+rewo-l,o.+1:. CST p? SZ LOAD CASE(SI SL&dUd 60910419 { STATE 0F gar z 5 FO R ?F] DUI.01G DEPARTMENT uRAWIVGS TOTAL NUMDER OF SHEETS = %M ] [l STAHEOUI SHEET OGA CONTRACT COVER SH[Ef I 0 TRU» SHEET ON.I GENERAL ANU SODPIMI510N ROTES 2 ?? LUMBEk SUPPLIIR SHEET Fp.1 PLAT PLAS 3 M A R K ET ?Ll DI;'ISILh'/i51 PIA FIN:; SHEET 1 0 101 FODNOATIO ATIGN PLAN 4 ? ? WARRANTY SHE[T 1.02 DASEMCRI MICHANICAL PLAN 5 _?_ F-_HULLER _ SHEET 2,UI PHR I FI DIR FRAYING PLAN 6 ? ? TROUGH UEPENTEF SHEET 2G2 __ SECOND FLOOR FRAMING PLAN 7 -- _ . - FF - . . - - S iR E] El &AT SHEET 203 DETAILS AND SEc1IQNh H FRAHJNO R E S ? I D E E [1 SALES SHEET 3.01 II FIRS1 IH51 FI lIOX SHAFEOOR PLAN N 0 l a f -I fOUNDATIDIJ SHEET .1.02 SECCND FLOOR SUEFLOOR PLAN 10 ?? FOUTER SHEET 601 - FIRST FLOOR MECHAMEAL, PLAN 11 STEEL AEI SHEET d.02 SECOND FLOUR E I(AI PLAN 12 LO T 0 0 T] PI DAtHER SHEET 5A3 A F PI SEG'TIUNS V , EfAl1 ti, AM ADOE PLAN 13 ? ? HVAC_ _ SHEET 5.C'2 MUMS AND DETAILS V4 U 1] GOVNTSRTOPS SHFET E01 FgnNT 8N0 REAR ELDAPONS "AD DETAU15 P ' 1 AmNEIS F] 0 SHEET 8.02 9D[ [EVA, la 1J L [71 D SH1VP'1C `HrrT 7,01 SUKINFH-IAI FoRm OR nirm 17 f [ LAKESIDE P? ? ESTA T ES ?[ HARDWOOD SHEET 7_G1 DEIK DETAILS ]a I 1 REISSUE #2 PER CO#: REISSUE j}d PER COQ: IJU EUECTRA,1AN SIIEETM-1 WALL SECTIONS 15 ©DI LmHIs SHEET TRVSS DETAILS 70 TRIh1 °°TNT I N D IA N A P O LI S IN ?? CARr[f L - 11 LF? cERAMr ' , ? VML FLOORING E]0 ExIEHfJR fRIM CUSTOMER REVIEW SET ?? HH:OV ?o SIPMU DISTRIPUT ION FOR CONSTRUCTION; LI CI GUTTER ?fJ ROOFER ? REDRAW/REISSUE ISSUE T0: ? [] STII1/SE@Il INSTALLER D ? Erc ? e ? MARKET MANAGER: SI I I vlNn slDwc C?l = v i7e?" OIL FvnvDRK L El OPERATIONS MANAGER: - ? dL4 .r e S ----__ ? gL 1 E S c ;1 ? CONSTRUCTION MANAGER: ?f BUILDER: ----------- P. ? ESTIMATING: ® CONTRACT SQUARE FOOTAGE ________ ? WAIRRANTY: F ----------- INISHED L. L. UNFINISHED LIVING AREA XXXX PASEMENT jjq_7 ? NVAC RE-DESIGN REQUEST 9upp11ed By: ? GARAGE 67 i NO COMMENTS M SEE COMMENTS DLLOW ®u PtM t ' T . FIRST FLOOR LIVING ARIA 2005 COVERED FRONT SECOND FLOOR PORCH XXXX LIVING AREA 2032 PATIO 788 COLINII:NIS: INAC SHOE DRAWINGS NEED TC oL HFJINI:IJ ARC/OS eALn,LADONS HUD TO DE REVIEWED FUR 1I15 ICD. THE f01.LU1 ,JNC rRnNGEE HAVE BEEN MADE. (NOTF•: nsum WNMO S/DOORS Ai,'1EAD1 INCLODEO W1 HNISHELI LONER LEVEL MIMS) ra s e T S, IT ALTWtlY TOTAL COVERED REAR I WINDOW/GLASS DOOR CHANGED - LIVING AREA 4037 PORCH XXXX CUSTOMER PLAN REVIEW SIGNATURE 2 SMART IMAGE AHUIC - . ersloni [hot my o x ore, Ham, 01 bn bu'et In gonemt mnivmorve m Inc Iuu a. ,teat mlom, n mnom o n nor P....se o,- ae . e .=h as d T t r t 11 h ! ??T?NT QN: Items drawn on any drawings and not written in the contract selections will not be included in the site sped€ic drawings. . OrIIf R: - 5 rny, ,s n, a Noa, may Oa t u ryvu;,,, w rc , ptinns h y lTh U es d,, the s,ot,w.h dad A O i q iapmle p- x'.i I Ih nel ,d,, "°`a' PLAN RLVILW L L CD`afOMER REQUEST. DESIGN SOLDIIGN: NEA56N FOR MODIFICATION', COMMENTS', r Xcve r,wpxt,l toe PIpt p, 1, ny h,a,e mC altrslo,d that there moy Da de ZION ociLAmonls as to IW maa.L Iocullua al the buuea urI mn lot INFORMATION T, X 1. x I, X I_ } 1 I;Ihrr 0 tot my 1 .I of be h, t Il, Ik. ny n_ mC ,ldh IIhI,1e m_ ,,N,,..,d o m m! a. n ® NO COMMENTS SEE COMMENTS 2_ % a x e, x . x r x . 'l co , ,,eye cI ry Tn tout :s @dt nom Q u• set Hr ear que vavg[rucLm mov oh-, lId mmt be !,dl vlln u? ITn hn bci q bLdt. cusmE+ER --- nAiL: _----- ?? ?dp? ? Elrnnn unm nn ? lk1lz x O-1 er S1 x s'0 °d p°" ?' OY rnw.r.? .. &hmkm LOT 4740 IAKME PARK MAM Sham Nn MATERIALS LEGEND NIQQEL LANGOGN - E DAiET C- NLR IR1M G° COHN,L?,RS I, GIII ICI OOAIID ptl "IIS>E 1%8 DENTIL N/A RAKE 1x9 EARL FFI. CLOSUPT. 15/8° BARGE MOULD NMI TST FLOOR WIND OWS SI IU I lEHi 11 RANI ARU)0W IILAII LVICK ARCH KEYSTONF, STONE 'NNQGW SILO BRICK ROYA.OCK 2N11 HLHOR WINUDWS SHUTTERS' 14' PANII. MND0"W HEAD BRICK ARCH KEYSTONE STONE MI VLL BRICK RCY OCK ENTRY H9CR SURROUND RUCK ARCH/STADK ECtOl GARAGE QGQR HLAV 311ICK ARCH NTIN SOF H I9 MASDRI IS ROOF RIRCI ANTS PER VN1 LOUVERS Nu-wDOD (lv-So REH T C S ONE KEY OF TW Ro '_or FON WALL ELF FTG ADDRESS STONE CEMENT SIDING -i G i3 ,R, °sa 0 L ? > {9 L1.1 J W ci IA 'C q8" cn W L= O Y d N r n? d YYa 7V 6 J L Q M J ?N O 1 n 0 w ym IA 51 v' M jZ^ I U V]? L L O^ 2- Q 2v ®® ?cM C O d O ? N ? O o lu o m z z m n q q Z U } 71 US w w o w a Va s Iii a w w C, u BE VI U SIDE ELEVATION SCALE: 1/16" REAR ELEVATION SCALE. 1/16" = 1'-0' SIDE ELEVATION SCALE: 1 /16" = 1'-0' i L-____________.___________________ I I I I I I I I I I I I I I I 1 I I I 1 I I 1 I I 1 I' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DA EMENT WIDOW 5IZ[5 INCIANAPNIL - ]NIN iIIDER FOUNDATION NOTES INDIANAPOLIS. NOTE: f-1 U' GONG WALL ON a' 20" GONG FTC NC)TF F-1A 10' CONC. WALL ON 0 'r20' CONC. FTG. 51.4' ROCK lF.ncF. NOTE: F-1B H' CmC. WAU ON u ,xU' CONC. FIG, 5%4' BRICK LCDGL GENERAL NOTES NOTE: 1 SELL YIPS CVLVMN N5TALLEO DNFCn,Y ONTO POURED CONE.. COOTNC PAD. STGEL COLUMN w/ SIEFL REARING PLATE ON TOP k ROITOM. SECURE w/ CUT RAILS INTO PAD OR •1AB WIEN NUTS) F"I R to CDLJWR $4,. SECURE 2-SIDED OEM POCKEIS TO PRC NT 'TEAM RDLL CUT NOT7, z SUMP ORDCK ANU CINDER CROCK NJ ZIPS. LCCAIE NEAR FLUQD CHAT LJCAHUN. INSTALL AS REQUIRED BY STE. NOTE 8 uAII. PER CODE J%, WAIL WHERE REWIRED) NOTE '.4 10CMEON Of RW tlf-N PWMDING FOR NILCT, ME. AND IUD CONTROL JOINT NOTE SFF SHEET ON.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS NOTE Au sfRUI CALCAI ASSUME A 2000 EST OIL REARING CAPACITY, IF LESS, A G40TECHNICAL ENGEII r MUST RE CONSULTED 2X10 =0111()IC11151 UNLESS LOINI LOAD FE] PROVIDE SOIAI BLOCKING TO FOUNDA11ON b b i I I I I Lx10'b 016' O.C. ? t 1 I I I 1 I REAIf.H IN I 1 WEI DAK I. I ----- { no 5nLL NEAM I -? T I W®e21 S1EEL 6EPM T - -..-. .-. _-._-_-.- -._-..- _.. .. FUN WALL '. X'A rm' FTG ?. BASEMENT ,p ,W 115 FTG Id0 da" iT; - USP F-1A I <' CONC ,?LAH CN B' MIN GRAVE BASE CJ ' L 4 N GA. C Cd i NLL STELL COL N HSMI I r n ]G xx-nIb CONC. FOOTING 2x10 Dtfi OC - - , I L T CODDLE EYCRT IVEN UNE G r - - W&15 STEE ALL NIGHTS LYJ `W ._, _,_ ? -.. . I I I I GLEPOLZ TC1I 5MTLL wxNce ?IE? A L { --? 1G'- 13 M24 STFEL REAM I %844 SIT ?CJ 4' SrJ1CD AD II ^CJ I I SIELL COL. OMB CLANG. LOOPING II r1- M-I U i ,\ I I r " D O ITL MER oueLE EL? J 1 ITICIR ONE 1 I I 1 FoN wAµ 1 USE f-lA I - o GRAIN THF, I AR01/NC PERIMETER OE BASEMENT i 14'-0 1/2' FOUNDATION PLAN SCALE: 1/8" - 1'-0' ALIGN SLAIR WITH ABOVE llNF 6 FRAME ABJV ?4 F I lu-s STLL1 Lu ON 48 .4N'x24' CDNQ FoonaG I I esME WNWNS WEH 2 TIER 1 L1?1 a 1, GA B TOLL b SIEEL CCL UN us" Ufi x3B eIN" _Ed + CONC. FCOING IM FALL 1 5 1 I wens GTEa DEAAI Z.Itix D 1G' OC DWRIE EERY OTHER ONE VNEXCAVATED GRAVEL PLC 1" CONCRETE 51AII MOO PSI, OVER 4 -1 VAPOR DAIWILH 0W ON, LUUSE SILWE LR CLMIPACIED FILL ADPE 5LIN MIN. 4" TO 1 I/2' WEAIHERLIP, CROP EN WAIL AND TURN SLAB WAR AT GARACE C IEIAN , i r FULL BATH ROUGH-IN OPT (4284 FULL MAIN 69i ti a 'v :c ?V i w z? V un r Lid ? Q U) Z mmQ O 9 F? G l my m ro Q 0 H MLJ 4J K O ° © C W Q Y 0 J C-4 0 0 N f tl 11? v AD W -INc' TT (Vo hl ? vi P•M r? Eo ? V O??I C? T- 0 0 WALL 511111 SI'ACING WALL PANEL I EIGHT - D' TO USE 2X4 AT 115" OG WALL PANEL HEIGHT - 10' TO 12' USE 2X4 Al 12" CC 3'X3' LANDING S" BELOW EXISTING FINISHED FLOOR (MAA) W/ STEPS TO GRADE . ALSO PROVIDE 36" H. HANDRAILS IF 3 OR MORE STEPS TO GRADE CEE.ING HEIGHT INTERIOR ROOM HEADERS SL[ AI' C-8" UNLESS NOTED OTHERWISE 2e9 WALL (BYWALL R1s1 I -? DRYWALL M 9/6. 511a FLKP %6 W/ ROUTED EDGE 4-1/4- CREAN ULD R-3x10 BOND BOARD e,lo BLOCaNc 2,4 w1-LW IHD JI IW Vu Its P A T' S-1- 7- )=TAI -BRICK R e WA I. DRTWnu HTPI -tl D/q 5/8s VuH F Rwam pill, I I.6 w! FocE 1-I/4 OBI MLD 3-e.ID BAND HOARD UO II a7 IC DO 2,4 MtL An D"LE TW PLATES F LANT SHELF DEI All"-h10 BR{C SHEATH ALL EXTERIOR WALL SURFACES WITH 216 APA RATED O$D STRUCTURAL WALL SHEATHING WITH 811 COMMON NAILS 96' C.C. AT THE EDGES AND 12" O.C. IN FIELD. SEE DETAIL STOLID D2,8-D2,6 NINOS ALI_THE EXTERIOR WALLS OF THE FIRST AND SECOND FLOOR MEET THC PRESCRIPTIVE REOUIREMENIS O HE R6U2,1 D.3 MEIHOO S AMU 1HE CONTINUOUS STRUCTURAL PANEL SHEATHING MEN HOD THE EXTERIOR PORTION OF THE " WALL' THE " I HE MI ANN THE WEST OF IHE FAMILY ROOM PROVIDE INTERMEDIATE BRACED WALL LINES Of THE FIRST AND SECOND FLOOR_ THE EXTERIOR PORTION OF THE WEST GARAGE WALL IS ANOTHER IMERMEDIATE RRAcM WAL I. EXTERIOR WA wnLI SAND AND THE INTfRMF.DKdAlE TE BRACED WALE 5 ARE SHEATHED WITH APA RATED OSD WAIL SHEATHING AND MEET THE RC(JUIREM€NTS OF R602.1O.L I. THE DESIGN ONLY APPLIES TO OVERALL EUILOW LAI ORAL 13RACING FOR SO MPH WIND LOADS AND SEISMIC DESIGN CATECUHILS A AND B. IT WAS NOT DESICNED ON REVIEWED FOR ANY GRAVITY LOAD SUPPORTING MEMBERS OR COMPONENT AND CLADDING MEMBERS 'SIINC WIND. N-2, 4._il., SUNNOOM HT 8' uaHVH o v AAIHLgAL CLIHNO l81C?. 1: 1 _ sANT ?t vrA------ _ _ wpLL R6-0ETA`_ Ty E BEIAIL 1FRN fIFMMIfF u lm k GAS RRESUfE I?.a I I'-4 1/2" BEDROOM- CARPET V-0 oea NI-CUS? ? ?? 1R IS x q3 n NS IN LIVING ROOM BARYCI i I X060 I U BRACED WALL PANEL COMPLYING WITH ITO METH DO 3 HE 502, 10.3). NAIL BOTTOM PLATE TO JOIST OR BLOCKING WITH (3) 16d NAILS 0 1 5.O.C. U OWED WALL PANEL COMPLYING WON CONTIINDUS STRUCTURAL PANEL SHEATHING MOP IRE Of R602.I D.5. NAIL BOTTOM PLATE TO JOIST ON 6LDCKING WITH (3) I6d NAILS 016" 0 C_ U BRACED WALL PANEL COMPYING WITH THE 2004 %PPEkMFNI I01RC, TABLE RGO2.10.5, FOOTNOTE "C'. EXTEND CONTINUOUS (2) 2N12's MIN. HEADER FROM rnnuT rre MCP TA rPCAIf Of'QKIsD IF cn VACa euAelu rnupI Glr Gorr nG ceP, 6'0"K ]'n- CO 2 JAN. FAMILY ROOM PI 10 2 1 I j $ BREAKFAST ROOM FLOOR CLUNG 'n I "w HS I rv 1 I II I ? o i a ! 01 AI IOW i? 4 _4 I/x ]'-`TITER-C i FOYER H NS OPEN IP DOB- CLC u - - _ L H II j II ' I1 C14. 9 II 'I S4tl MIH 2. 9 W/ 12- TRANSOM rINI$ ICD ' !'-ti InGH c. u. (DINING ROOM MIMI MAY LFIIINC BFTAIL 3, OHT 1,01 _ j li I I I I 1 I $HT 208. GARAGE s1AU M GRADE I/2 II Ml C\ AWE S MALLS GELO IV CAAACI OWN iF '-B I-I I7 CST I-I 111 171 1 AI UP 15R 4-] 1 _H 12,24 PATIO m 5-16' SIE z F a Y nN VV Q' f H CD < C) (n LEE I J LL N L? II 1 Id n 51 to ??1 !Emm?U a z w O Yo W ?^1 2 V ? O W ?N 0 O r r? a C4 W E?a? a (I Wp T a r-r >z fv u a--? E 6?I` ® V Q rv NC N =vB K C L? I£ [5 C? WAIL STUD SPACING- WALL PANEL PIEIGIIT - fY f0 9' LSE 2X4 AT 16" OC WALL PANEL HEIGHT - 10' TD 12' USE 2X4 AT 12" OC 11R.LOCAL0001 REOUIREM[N]S. PROVIDE 3'X3' LANDING 8° BELOW EXISTING FINISHED FLOOR (MAX) W/ STEPS TO GRADE , ALSO PROVIDE 36H. HANDRAILS IF 3 OR MORE STEPS TO GRADE 6'-I" CEILINC HEIGHT INTERIOR ROOM HFADERS SET AT 6'-8' UNLESS NOTED OTHERWISE ® BRACED WALL PANF7. COMPLYING WITH IRE METHOD 3 {g602.10.3). NNL 01 PLATE TO J0157 OR DLOCKING WHR 13) 16d MILE 0 16"C.C. © D RACED WALL PANEL COMPLYINC WITH CONIIINOLE SIRUC€NRAL PANEL SHEATHING METHOD OF R502.10.5. NAIL HOII0M NIA IF HI JOIISI OR BLOCKING WIIA (3) 1Ed NWES C 16' 0.C. SECOND FLCOR PLAN SCALE: 1 /8" - 1 '-0' FLAW MU OVER MC !6' WK U-1 Al NO PL" 9RIF M/ E1EY D.E.I.J,M M N 6 K z Mn o?¢ w o- (n a c? ¦11 • C!J H Y 0 W d J ? F 1 ® C z I ?? Q J ?N H O J ???\] ya L 1 fA ?W f O lJ N r v P-n `Z Iat u NY ^ Eo ? NC^ v"max ?- v o n c_ ti II I IEAUCR NOTE: ALL HEADERS ARE (S) 3.5"x4.375" TIMBERSTRAND UNLESS NOTED OTHERWISE ALL JACKS TQ BE (1) 2x4 UNI ESS NOTED OTHERWISE 2X16 FJ AT 16" OC OR ROOF TRUSSES AT 24" CC PER TRUSS ENGINEER PROVIDE POSTING FX7 FOR POINI LOADS NUMBER OF STUDS REQUIRED SHOWN ON PLANS POINT LOAD U PROVIDE SOLID BLOCKING TO FOUNDATION BoB - BOTTOM OF BE ToB = TOP OF BEA SL M WNT Haoo M EX57 i F 'o K SLL H (C z n 0 < LC ? J LL QS" Z 0 ro V Z J 0 W ? Y 0 o JQ wz 4Y J ?N H O J rAgW Na V l ,? r- W '_rynr? NG^? D r-? vi? o nv? L vv =Wx ?- a a c ? ?N HEADER NOTE. ALL HEADERS ARE (1) J.5"X4.375" 'IIMPER-51'1RAND UNLESS NOILU 01HIRWINE ALL JACKS TO RE (1) 2x4 UNLESS NOTED OTHERWISE ZXID FJ AT 16" OC OR T ? ROOF TRUSSES AT 74' QC p PER 1RUSS ENGINEER PROVIDE POSTING FOR POINT LOADS NUMUER OF STAJDS REQUIRED SHOWN ON PLANS POINT LOAD U PRONDFSOLID LILOCKING TO FOUNDATION aoB = IBOTTOV OF BE ToB = TOP OF BEA SL rM 0 ?HH ?S aq ?a R O J V 61 sue. u m ;Mi B ] ro cn a ? w Q ?_ Y CD z w? ,{ Y r-C H O J O u a ? tll .v ?_ w Q ? ^r o y o _ a ? rv ® NC^ v,°vx r O O ? c la. Ci Q L? J N CEILING. MOUNTED LIGHT FIXTURE PQ WALL MOUNTED LIGHT Ell ryq RECESSED LIGHT FIXTURE Q RECESSED LICNI' FIXTURE (EYEBALL) o WALL MUD, RIP FIXTURE W/ NO, OF BULBS INOIUTEFI 0 TLUORESCENT FIXTURE W /NO. OF TUOES INDICATED WALL MOUNTED FLOOD LIGHTS a 1104 DUPLEX OUTLET 114" ABOVE FI.DOR-TYPICAL $ 1104. DUPLEX OUTLET - 1/2 HOT : 11" ABOVE FLOOR-TYPICAL 2204. OUTLET flmp WATERPROOF OUTLET f4.. GROUNDFAULF OUREI Y->T? DISTANCE ABOVE FLOOR : UTHEK IRAN 14' 11 CINGLL.POLC 5WIICII: 52` AF.F. - TYFICAL ?1'V TIIRCC WAY SWITCH: 52" A.FF.- TYPICAL ( THERMOSTAT' 60' A.F.F. - TYPICAL Q XINCWON BOX IIOV. CABBAGE DISPOSAL .[y EXHAUST FAN 11?)V EXHAUST FAN W/ LOH1 'G' IILLEAsIDN OURE1 ® OOUH UELL T TELEPHONE OuSLEF ® SMOKE DETECTOR Wj110Y. JHNCION BOX IIIIZZ ELECTRICAL PANFI, mil FREEZE PROTECTED HOSE HIS © CARBON MONOXIDE DEIECIOR NE IFS- - ALL. FNOVE COURIER OUTLETS AND SWITCHES R 44" ARE - HEOH(MM SMOKF DETECTORS INSTALLED ONLY WHEN REQIIIREB BY LOWNSHIP TYPICAL MOUNTING HEIGHTS! 1. ALL OU151DE MCHIS - 68" A.F.F. 2. All. OUTSIDE GARAGE LIGHTS - II' BELOW HEADER S. ALL BATHROOM LIGHTS - A4" AF.F. A. ALL DATHROOM RLCCPT- A SWITOIES - 44 A Fr N K1OREN OWINILNIUP UXIFI. A SM'I10HES - 4G" AFP. 6, KITCHEN PHONL - S4" A, FF, ]. KITCHEN PHONE UNDER WALL CABINETS - 48" A.F.F. 9. 000R BFI I_ - 41" AROVF_ DOOR TFPrF 1OLB 9. DOOR CHIME - B4" A F.F. 10. nUMF PUMP SINGLE RLCEPI. - 453- 0.G, 11, EMEHCENCY SWITCH FOR HVAC - 6E" ALT. OFNFRAI NOTE- 1. Af KITCHRH LFCATIONS INSTALL LJCOICATCD LINES FOR RANGE 2. AT KITCHEN LOCATIONS WITH MICROWAVE ABOVL MANGE INSTALL DEUICATEO LINC5 PC51 UAL W/ PHOTO LELL 1TNil1000 TO nFERIOR G a V 6 <O ?a R O U Q C3 Q J LL L, o ?1 U B C!] 6 O X D Q W d ? 4 M f- a J r? ? rp I y r' CWC 07 G: V1.y OIL d Q_ j??I C1 f? o p P.I"] ® me--- N d ? x C Ii N-? a ?o- Hp(?]N1 WALL MOUNIEQ LICIIT EKTORE M14 fiECESSEU LIUHI' lax fURE. Q RECESSED LICHT nYTURE {EYEBALL) WALL MTD. STRIP FIXTURE W/ N0. OF RULES INDICATED © FI_IIDRF_SCENT FIXTURE W /No, or TDPFE INGICATFD WALL MOIINTEC FLOOD LIGHTS ?3 IIOV_ DLPLEX OUTLET : 44" ABOVE FLOOR-ttPIOAL 44* 11 IV. BUR F% 01111 FT - 117 HIOI : 14' ARDVF FI OOR-IYPI £sh -'720V`0IITIFT - 4? WATFRPRnF OUTLET #A' CROUNDFAW T DUTLFT DISTANCF AROVE FIOOR : OTHFR THAN 14' w! SINGLE POLE SWITCH. 52" A.F.F. - TYPICAL *g> THREE WAY SWITCH: 52" A.F.F.- TYPICAL LJ THERMOSIAI: 50" A.F.F. - IYFIU& 0 JUNCTION BOX IIOV. • GARBAGE OISROSAL EXHAUST FAN EXHAUST FAN W/ -14H1 IELLNiION V41LGI ws DOC1R DEJ.. T TELEPHONE OUTLET SMOHF. DETECTOR W/lI V, IIINC.IMN BOX ® FI ECTRICAL RANFI, "$U FRFUF. PROTECTED HOSE. RIO © CARRON MONOXIDE DETECLOR NOSE ALL AC vE CUONTEN UBT=s ANO SWTCHES 0 44' AFF BEDROOM SMOXE DETECTDRS IN5TALLE0 ONLY WHEN R£DIIIPF6 RY TOWNSHIP TYPICAL MOUNTING HEIGHTS: 1_ ALL OUTSIDE LIGHTS - R9" A. EF_ 2. ALL OIASIDE OARAUE LIGII7; - 14 DLLUW HEADER S. ALL HAI HROOM LVHIS - U4" AF F. 2 AI1. BATHROOM RECUT. k SWITCHES - 14' A.F.F, 5 . ALL KITCHTN FCUNINIM PrI7M k M'Ii6HiS - Oft' P FF_ F, KITCHEN PHONE - 54' AFF_ 7. KITCHEN PHONE CINDER WALL CABINET. - 46" A.F.F. 3 UUUR DELL - 41 ABOVE T R THRESHOLD 9 DOOR CHIME - 54" AFF. 10. SIIMP PUMP SINGLE RECFP1 - 48" A.F.F. 11, EMERGENFV SWITCH APR HVAC - FR" AFF, GENER?1.11I 1. AI KITCHEN LOCATIONS INSIALL OEDIGrtEO LINES FOR RANCE ]. AT KITCHEN I,0CATION5 WIT14 MICROWAVE A9MF RANI IN,STAIL DFDICATFD I.INFO 0 6 z 1A qN V? O 0 p ,? u rJO? LJ (3- U) Ls- U s$flyF?1 Q 9 ti Z W« O X ? Y VR ® O_ Z W Q p F!] J 'vl' lC] H O I.! N C ~NOI+] G V1 ?D OTC H1 Q m n ?, N?^ O r V OT?? V-? O O L. O N In %6 0,HT11EN 0OAen W/ ALUM WI EN DF PLATE wow HD FLOOR _ OF PLAT' WIDW HO _FLOOR _QF FAN WALL OF FTC foP UF 7.NU OP OF 1$T _F OF FUN I UP OF Br12 8:12 SLOPC SLE Nw a -0 W u] 12' pF PIpfE Yf NI 6' UL RIb I;L eTNI 2e' a RIpGL VENT w 4 O O of I ar,' - - 1012 ` SLOPE 10-12 Si I A ELEVATION B FOR ENTRY DETAILS BRICK NOTC: REFERENCE PLANS & F1.ZVATIONS FOR BRICK LOCATIONS NOTES cl]RHI. pRAON? Poinn sl of cemei bletihq al w11 camel oral of orcry 25 Feet of rnnllnuwe efpd Will S1Vp WALL Sn T[ xneh stud heel Weuol lO'-0 studs to be 2x1 of 12' on ante- or 2,6 et 16' on rent. Resource luall Will ANCHORS Instal 1/2' dlomelor gAi onleni mel onchm bolls of fi-D an center max, an Ueda oppsarcd 16 gouge gdvmix<0 anchor strops al 36' on center max. (Ilhy Viorim to ho, Inedled mOM 12' fipM o Bert, m'nfmum (2) per plate, and mOnimum 6' embedment in ret., Ai lmrs to he lnelollcd rye rrne-ineloreja sped&nlinns bi "LfR ProJde lyre: an equal wu e.laiw slleuU,nq. Isle. i' wrsppce. Instolkd Code ppprpred gotvesel brick ties r<.y }.2b .war. feet WwNe 3/14 O'nister .eep saes m D2s on canter Isom located knmeelnldy atom bashing Ponoto (lashing beneath first coarse attire grade R U[-jUiOSSti Men stroll I IMI Ir-al dcS9ned end t,rt,hes by Wv mplneer em the To ImMoll per One'" on, Ivywt. Tmws dm.ings with leywl to be awdebk m-silw for inspecl'mn Int nor ! . to alru'Oy3 Obdl fqy! O molmorn dew Mdtlr'01 38 Mi w11h n min of s tiL mensurm rticnlly from nosing ning of all all tdmad. an 3 not to grtle0 Mpl"4 a/M 'm Lenl ear IV, more re than per M+/ hKtred d at 'Web es VO' plan a 3/4' 1' rode, , Minimum tread d wldln at wbder. is p Hoene Us that be Imtulled o1 ell slolm ie, eding 3 rfwc or 20' In hi Hantrnte chill he Iaehled al n m height or 32' (etas 31') mearial vntkally frmmlhin nose of the mend to the lap of the raH, Plourde miulmanl 1-1/2' Jeer :.u.ae burn mil to wall, f»P7 Nondmil sbdl net project el Nan Lita smlrway or ha lag Nondmds which ore pod or ,ou is sholl be homed at a nihimam height of Jd' (woe 3I1) above nosiry ut he'& Ilmdroils shot hove etcher n droller tteaaechm .Llh a sill all-1/4' lu 2' w a non-s'uwter crass-sealiar .IW peirnefer darn iun or at least A', hoksH quurdoils minimum W high nl all landings and Avers, ehitll exceed 3 . 6oluskn droll be l 110. lhet a 4' oliso m sphere cunnol ems behein onp Iet boluders V myehme dse. b F V? U w °z ?x O ` _O U L} J w a ? W K ? Ada `III p? i H sk! W ? 4J ?? CIL- Y W ]L N H O O d 'w y „ro W jN V1?D' l tl O riM o so r: m ?rI W., v L O- O ILL- G BUILDING SECTION THRU FAMILY ROOM/ STAIRS AND FOYER SCALE: 1/Q =1 -0 TOP BRICK NOTE REFERENCE PLANS & ELEVAIICNS FOR BRICK LOCATIDNS NOTES Qeruc RAewi pmede Zorn r bndeing of cad cmnee and al ,very 25 teel of contili stud wJ MD w611 1"r E Mee elu0 heigh! ,swot 10'-0' clue; to by 214 it 12 on cents or 2e6 of 16' m rwintnr Q91BrWlCe plgl6 YuoslLL WHIM ,shell 112' dfameler g,lwmrea mudpl a,,hc, bolts of i re rent, men, i, Lode approved 16 gouge gi anohm ofrape al .16' an mnhr mm. Lithe unchur he be Ii max 12" fmm corner. e. (2) per plntadead ndnimum A' ernbadmml in exi A e,hurs Iv be installed per mmulaclurar, :pttillcnlian e. HEIS}{ VENEER provde 7pti, a eguul a.c eeter'wr ahedthirxs. Ahem 1' ubepue.. "Muffed Code oppd,id gdi'de ltir brick ties wry bR> weal. Feet. RmiJa 5/I6 3mmto weep hdes it 32' o enter max bested Fvnedldtely iii Iludiiry Pmcide Pushing benxi het cuurae above grade. KQZ- H zu unnulactami hoof taases dniguad hold cedllled by trues engineer and the ml. In sl ug per Engineers lupin. Imee enmeshes with layout to be uvoRmle oha-ob, than Mapactlhae. Interior ?oii tmwAa?in mum dow, width or 30 lh in minlmum of V-8' beabhoom measured vedlcdffy Irom nosing of at nears. 51air rbers not to teed 7-3/4' In height nor vw, more than 31`0- par PIOht. IATknum tread width le 10' plus o 3/1' nits,. Hinlnmm Leod widN at whdrws is 6". xondmns moo he tnswoed of uL stars ed,ulicg d rimes or 20" in hdghl. tlondrdile snow be I.,twb it u minlmum height at 32' (mox ]4") mmsnred mriii barn (he sue if me tread to me lop ul the mil. Previte minlmum 1-1/2' d,. dare fmm idil to xall honJoll eh All nut pmpot mum then 3-t/2" Into Ithili ny nr handling. Hnndrdtla enlm arc ,it v querdholL^ shall ho mmled of a mtnlmmn helrhl wt 34' (mew ]H") Amur lease, of ireade, th-dmils .It hov, eidn, d ,Jar vovp-ae lips wth n dhrnefer dl 1-1/4' la 2' rr e ri,circulor crdxo-nethi" xim pe'enelar dlmmhainn anal leeet 4'. Iaatat reii i rnwraw, S5" nigh 0 all dndmga n,a pawn whtd ee,eh 30'. 6muetmw em11 he msldlee .,h Ira1 x 4' dinmeler ,,ern vti i aetween hang twu bulosten Lr arrywlxee clue 0 3 Em in, n grc Va 0 n In L" tl ? F. n? f ?g 4 Z? /0 V Q J 6.1J 4 W ? Y d 4" Y D W Z 4A ?N i- 4 J 6 N y Ul W n ? O IN in on G mZ 4 ve6 ® clad O p m -r ® u 1-'Cr o n 4 .q Mill ?I o z III I cam V old CD I fy 0 8-W'T- , [U'-9- PT COWIFXI J? ?(1 Y s c A ?? In TOP u e C9 S`] s a2 ?A ? o O P`RIGHT 2W3 1 AV0 ARK 4000M N 'GO RIG5TS RESEA ISSUED FOR. p,rg%a,eS L A N G D O N 40 E.M1ESW ? Inc. Telecom Drive, Suile 20D LOT J140 LAKESIDE PARK ESTATES ® DraftM?te ,rs, ;ms?«.?. Inds r,a?oils, m 162"S 2553 TWN LAKES DRIVE '°'"'°? .••" °" 3l 347-'306 ?a wa.._L 5.0 SUFF II COUNTER FLASHING COPPER ROOF DEE ECU'E 5-1/4" CROWN 1X10 1xe lxa EXTERIaA PANEL SHEATHING WM 210 RNRGE WgC9 1x10 WIDTH / WINDOWS VARY - SEE PLAN ?n n i S C r I 1X4 TRIM t? S r2 o _I u 4f -A y YUIR 55LY?Y xn.u? o12 FLAT BEYOND T 3PT 4 1/4" :ROWN MOULDING (TYP) OPT 4 /4n CROWN MOULDINC 16" I I BAY WINDGW DETAIL - FLEV "I-I", "J" SCALES 2 RECESSED ENTRY SECTION/DETAIL SCALE: 1/4=7'-0" 13 I TRAY CEILING DFTAII_ SCALE: -LINE OF OPIN)NAL BRICK (TpF (IF WINDOWS) - - - - - - _ _ - 4 1/16 10?? Ri[EL E I/ LINE OF ?OPi BRICK T.O. FLOOR T?TPEROMRSYSTEM RKE `?_rolNDATICN WAIL W/ BRICK ONLY (CANTILEVER. STP.) ` Hl! E 5'-0" At NNE OF OB'I. HRICK nG 1 FT CEILING ONLY CRONN MOVLOwG 6A5[ OAP RAIL SASE CAP TRIu SCRAP 7/16. 059 IIKYWALL 0 a 3 a as "sw rvr ?Y ?a o? U l_J Li O Ll a ? a YOF++O yya b Ll p p w Z ?' W K O x o LU a Y ??05 z i Lo ? icy Q 0 i N y y? O '7,?? rn n ' I 1 o ? a^ A u!` AIII Y+ C va ? J O- O L? w vl PLAN 5 i LT V M 12 ?D zuFnrHlur. BASHING 5 1/J' CPO. FLA"INu s '/.' CRV. 5 I/4" CROWN oN IxB TR IM IM F X ---iN6 TRIM N SP / -- ELEVATION 1 1 FALSE U01'2MI-R UEfAII_S - OPTION /]130y SCALE I12"=1'-0" kfi FARE FRIEZE FLAS Ix8 RAKE 1x13 RAKE FRIEZE w/M104 LENTIL Y AIPIIEf) TRIM F610_12 PITCH Fxti FASCIA 1xa vlilzze 7 OW a c m a rc Ua 0 J O w I? q a? 8 Q Z Wr 0 wx Q rh 0 n 0 w 9 ^?n [] 4 o o ® O? ate, C n SECTION B SECTION A SIDE ELEVATION REFER T{1 FLF.VATIC/N 1 3/8" BASE CAP 1X10 TRIM 20 PANELS li 8 1/2" WIDE 1X10 BEVELED TRIM I I 1 10" BOX COLUMN DETAIL sc ;TONE VENEER 1/2' scRN GH COA` METALIATH CORRUGATED- HOUSE WRAP let LAYER HOUSE WRAP 2nd LAYER PEEL AND STICK) FLASHING SHEATHING ` SILL VALFR- CONCRETE FOUNDATION WALL .i? a d ti u K rvR NN a? S n n I U F- Ca U gg A? V ?gg v'666?? d a Q cn ?_ to Z w? O a 0 w N H 4 O 0 y n ua) ?? NI I 0 ? ?z?Qv;a Fn o ate. ?dv ® Upr" e r` o n ° m o r? o v v _U w w w m o M 0 V < Y ? p in F -i w O) W o u 6'-9 1/2" 5'-2 112" %2730 J L W243OR WCMGD2742L - F D1%HW0.5Hf R SPACE ` \ 059 M36 LF5-54 t - - 0101"SIONS SHOWN „ ROl1Gli ARF 2n S1W IV SIUU NOUN DIMENSIONS SHOWN o 3'-5 3/4 6'-7 2/4 ANY FINISTIFJ) CRYWALL TO URYYlALL cx+ '?^ I 2: Q QOUBLC 1,3 APRON ' -3 /?' 11 -RIP 5-1111ER Ba p ET TOP OF 'HALL 15 k oll b' FCB CUUN IIJ+ HRACINC C,YIVER w iOF. KICK 1 11 j DOUBLE 1x3 APRON F II Im III R 25'x36" 1 " AR IIIY O Whl,l. FOR CU11N1ER 5RACINf, 111 ?- FOL NRC SHNF -- HIGH WALLS. I 2 cUVFR v/ TOE KICK A i y. H ADD 3 ill 11 HARDWD00 FLOOR I l lu ? II ! e I e - oLt?NAI 384% t' WALL rADwDT I m I 1 3 It ? ADDITIW L PIECES: ` III ? - ' WRAP o/ (5) CCM (CLASSIC CROWN _ _ - FI R RIP 5 MOIJL[)) BEAD BOARD HYhu RD 0 DASHFD LINE ?.1 V? FLUSH wnu ' " ? RAKE WALL RrsRI anT a ABOVE C -4 32 SPACE - - 2'-6 1/2' CU15 AD30 -? W2742 %392424 1 N i7 - 2 - 1/2" W1542R W1342 [? x - ? I I I SLLC . I Ln / KITCHEN PLAN - STANDARD KITCHEN FRAMING PLAN " ' ' SCALE: 1/4" SCALE: 1/4 = 1 -0 4'-8 1/2" S'-lU 1%1' 11 I t I I I I t ;n It I I I I I It I It ICI ANIV) ('r)l INITFC FMACAI CI/11.10 LJ! Q Q G rn A Q e z W? O Y D FIE W M -j 0 0 a a? i?gq1 ? v ? O ;'Z^ Eo ® c ? ?- o Wz 1.16 J W2436R L - I -- -I, Ytt N D2142L D115HWA5HEA WA U. R'}9 3336 EF3-3 DW1N9I vHOWN F ARE FINISHED ?'Ta DRYWALL To DRYWALL 3 6' HILLER S ADDITIONAL PIECES: 1 (5) CCM (CLASSIC CROWN MOULD) °' FILLER REFR1fYRAILW RdO SPACE D015 p?30 W3042 '439[4[4 Vf`2R W3142 I I I I r- Zr x36' FOLDING SHELF I I I <IIC.HEN PLAN - OPT. 42751 DELUXE SCALE: 1/4" = 1'-0' ?w o? u? V IW IIMAI 1547 WALI. CABINET LLJ Z m f? Q U U rri N m? 0 (d m c w v G1 A p, 9 Z W 0 d N Q Y (?®a3 W Q ? M R- O O U 3 cJ W Tm W' r. g >? I C3 ? W t uh 0 ? rl ® =V O ?? O C n?Z r -I,^ II ?? I C S li J r?l VASO ? D D r L IT] Q II O u 4 FS C D ? r r rn r A ? O m ?'l JI O III?? A I1 I 1 1!'-D n u 0 > -0 r ?A -i n 1F ?zOn On u T a' I? 0 D 1 ?D C) ?z r=, m M ? cf =W n > T c o o?I,z m ?Ua?M 41 x?r oa?E noz: leom m A ? Z 2 c ° Tas ?x} W?Lt ,o 0 ?. I I ' Oc COPYRIGHT 2Gu2 T AOEMAR ACMJiIIX: A? RIGHTS AESERYEp "t"ees LANGDON S?n 5 HOMES. ® ® Draftbiasters, Inc. ° lp o Drive, 62;.8 200 Indlcrcncoots, IN 462 LOT J140 LAKESIDE PARK ESTATES ?=M==w.o x317) 1?7-7300 2553 TO LAKES DRIVE CABINET ANSI *ND SINP N 77j2g?'? WITH O/B e 7 ENDWAIL WASHED GR 4' DPAN CONCRETE (B' THI 4KJLl PAPER BOND HNEAK 01 [URN UP VAPOR BARRIER ON AND HRGKFA 3' ORAN TILE THROUGH rCOTING 0 A' O,C, GDHCRE7E (1' MEK) __?, DRIJH DLE TYP. B' FRAME WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS I' SCALE: 1/2' = 1'0' CONT. BAND PDARD FULI OEM BLOCKIG 4' TO MIT SIDE OF ANCHOR BOLT WITH I4? 10d NNLS -P I. 2A FILL. a WRH.9JAY ANCHOR Holls WNH SMPSON DPS/D SKI AT 32' ac. 4 WNSN 12. Oi I WALL ON SILL PLAID (1119 HIlm - COM7ITE (K' 1HG%1 y 4001C BOMBING VAPEB 111&fRIC ,4 R TURN LA YAWN A OR BON! G; l ' WAN Ell 1 01101 0 10'0' DCG41'.ID IE 1,1NCK) WASHIO GRAVEL' ?T` - - ` - 4' GRAIN NLE _ l . 4' DMR N OAF TYP. 8' FRAME WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS ff?%IAAnhdl The Drees Colnvanv B RIM BOARD / \\ ANCHOR DOLT AND ANCHOR PULE ! PI. SL 4 7 a 1 DUNDMION ? r4 Cm DETAIL O ' SCALE: I = IT SCALE: I' = 1'0' DOOR ° -- - P.T. 2e4 SLL I WIN 5/N'9 ARCTIC' TAI IS MIN DAMN NPDA SKT AT 32' o.,. + MOWN 12' Or PLO WA1E 4 TEFICI, YANK (2) 14 IRBAR NO BOARD R Ali BOLT AND PLATE ASS (041 (10' THICK) "0" PWH( HAND I10AK OR IMRN LP YNER 86WiNA FDR 80NP DfE1111 ° 3- WMNN THE THEREON EOONNG 0 100' O.C. CNLRLIL 14' 111 WASHER CRAYEL- 4' GRAN TIE E- '-4' CREW ILE TYP. 9' FRAME WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS "?LXSCALE: I/2' = I'0' CONT. K%v WD FULL DEPTH ROCKED 4' TO FICA SIDE ME ANCHOR BOLT Wl (4) HOT NAILS BANC KAPO '-ULDCHNC, SEE NOTE / Al NET AND ANGHIR PIAIE SILL R. \ Lrdp411DN A /-14 BAR OIL 'd REU.KINC ONLY REQUIRED WHEN r0UNM71M WALL H 15'-0' LED ANO UVBRACfD 3 DETAI? scAlFI' : T Ie 'D' SAT. 2e4 SIL 1( WITH 5/C'P ANCHOR POTS WITH SWP4 PPS/U SK; AT 32' 1.C. + WIPHIN 12' OF CND WALL. f ON SELL SO11R (2) 14 [IM A 4 CONCAEBE (Id' PICK) IIIIOINC,PAPEN BOND RLAX OR 00 BREMER JVOOTTING R 11L8N UP YARDS WRIER (fOVFII I n ?• 3'.DPAN THE .O p A WASHED GRAVEL-! , . - THAN Llt? 4'vCNN TEE TYP. 9' FRAME WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS. LYSCALE: 1/2" = 1'0' DTI) DFTAII ?NFFT BAND III SNL Y MESON A1S Cl fW PLATE AD ANCHOR BOLT LOLNINC SMr"AN 0.75 SECTION 1. SCALE: I' = 1'0' -?IHM BOARD / -411" All B FACN SLOCNHND, TEND 'AB OF STALLS 'ON A5 To 4 R ANCHOR BDLT AJI AK7OA PALO \ lL R. a -roualHUN 11 BAA 4 SCA CALE: I 1'd' BOARD ,--EST -Y L NO SOT R All s/e'0 ANCHOR L RDI IS WITH SW 1 HP5/R Uf AT 77' OC. + WITHIN 12' Or END WALL 4. 14 BARS 0 11, FACH WAY + (7) 14 BANS If1W, WOINI, AND DHI00 ?- - OHPKIEO CTWM1IUR DACKTIL Y T 1U' i CLEARANCE BWS A ID' u I. I WAY 4 (P1 14 O TOP, MIDDLE AND NO7IOM 14 BARS 0 IB' o.C. CACH WAY I (2) 14 BAPCS TOP, MI AND BOTTOM WILLING PARER ON BREAK OR TURN! UP VAPOR BARRIER TOP FUND BREAKER -3' ELfAAANCF PENT 14 PANS 0 43' ox 4' MAIN IIr {2) 14 WRS, MAINTAIN 3' CLEARANCE FROM BDITUM TYP. 10' FRAME WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS nSCAIp 1/7' = 1'D' AIL Shed Deudplioo: NL BwD BWm -ELK / SIHFAIN MS MS 0 EACH BLOCKM 0 EACH 9LOKING, BOND NAB OF S" Ati N SILL 1 NlCNCIt BDLT AND ANCHOR PULE \ VFI-,-14 ST. r0UNB41Nk1 R1t rl)?,DETAIL ' 1'D' IUL DUMB BLOCKING 4' TO EACH SUE OE ANCHOR UDLI WITH (4) HIM ROTS --PT, m SIT R WnH 5/6,0 now BO115 WELLLSRAMN 0I SID Al 32' BARS loP, MIIMIL AND INJIlp1 COMPACTED GBUNULAA NCKIIII 2', CLEARANCE `` 14 EWE 0 18 R.c. UCH WAY + (7) 14 BARS PUP, WEUIL, AND UOI IqI 14 El 0 ID' ex USN WAY 1 (2) 14 RAR,S I41P, MBRLL, ANO 9J17aM ----TI PAPER BOND BLiEAR OR PLAN UP NAROR MILK FOR IN DREAMER ISPNAICE Bud 14 BARS 0 ID' O.C. -4' VMI ME 47' 10' 7 2) 14M MAINTAIN 3' CLEAAN'LE TYP; 10' FRAME WRAP FOUNDATION F WITH PARALLEL FLOOR JOISTS + WITHIN 12' or CND WALL oe. µ BARS W 18' o.?. MIT war + (21 ?+ J)ST 2x4 SIIL R NDBI 5/8'1 ANXII HILIS OF SIMPSON ED511; SKI AT 82' M c. + MEDIA If OF END WALL ON SILL SEALER (2) 14 REHAR .I PNCPErE (B' TICK) BUILDING PAPER BONN BREAK IN NIA' UP VAPOR WRIER FUR BONO BRFAEER q. 3, ORM TIE TERM FOOTING Y I0'0' D.C. NCRUC (4' TOOK) WASHED GM4EIL . 4' DRUN TILL _ -.--? • DRNR TEE TYP, 8' BRICK WRAP FOUNDATION OWITH PERPENDICULAR FI,OOR JOISTS' 21' SCALE: 1/2" = 1'0" ^ `PT. 2.4 SUE R MIH 5/8'4 ANCHOR BOUTS WTW SIMPSON IY5/N SAT 11 52' o. r. + MITI" 12' of A wAE. ON 911. "IN (2) 14 RON ?CIINCNFIE (ID' THICK) [A'I RIC PAPER ENO DRUM LR IORN.UP MR HAIRIER FOR BOND BRFANTR J. BPNH RIE THAUH FOOTNG a to'o' D.C CRNCtOr (P lncp 3FAVIL 4' DRAIN TILE -1' 4' DUN CE NI NOW) R TYP. 9' BRICK WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS DOLE AMID 'JUYSCALE: 112" = I'D" PLATE ASS SECTION `,V-SCALE: -1-, 'D T CONT. EAND DOM -CDNL RAW K*D IIRi oEPm BOCIANC 4' 10 EACH SIDE CBD. BANG BIWA FELL OB'rH BLCCMN6 A' TO F1CH SIDE OF ANLIIDH DOLT WIOI (4j IPQ NINES ???p[yJ SEE - OF ANCHOR RHL1 N11H (4} ICd NWS JOIST A' IVD1E JOIST ANCHOR BOLT AND ANCHOR NG, PISTIL / SILL It '\ \ or V- FDLINW70 5 5 Z" MN. - P P.T. ?2t t•1 BILL L'WI1H 5/8'1 x`14 &a P.T. 2x4 SRI, R WITH 5/H'P 3 PNCO DONS MEN SIW'SDN NOTE 'u - M'CHDR NOus NIH NPwa.N e RPS/I RKf AT 3T ni. + ANC OILY ANNAtEO RPSJB 3!I AT 72 at. 4 MIDLE 12 or PRO WAIL NHFN fryJND111DN WIJN, 6 MITI 12' OF END WILL ON S11L VAIFR 35-D' IONC AHO UNdNACED ON SILL MIR (2) 19 RC&F (,DETAIL (2) 19 REHaR I SCALE: 1-= 1'0" r COM[XIL IS' (HICK) CONuff (IV HACK) /1OLD NC PA ET BOLA BUILDING PAPER BOND BREAC OR URN RH VAPOR PANOR TURN UP VAPOR WREN EONCI OREOLH FOR BO D BFaA%ER J' RAN TLE THROUGH THAI IIIE 1HMO FLUHC 9 INP D.f. FODNNG Y m'O' O.C. GOIXRSTE I4' THH%) 'UNOMLIE I4' 1HDE) 4' ARAN III WASHED GRAVEL 4' ORVN TILE _ - 4' ODAN TIE TYP. 8' BRICK WRAP FOUNDATION WITH PARALLEL FLOOR JOIS'T'S SCALE: 1/2' = I'D' RIM BOARD ANCHOR HINI ANN ANLHOR'PIAE PL su t ou01IDH 14 BAN DETAIL 3 SCALE: 1" = I'D" JOI WASHED GRAVEL ; 4' BRAIN TILE ----- -- ; ulwN If TYP. 9' BRICK WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS ,1 SCALE: 1/2 = 1'0' SECTION ? SCALL: I" = I'0" NO BYRD J? A35 UPC AND Bal A55 _ EONT' BAND BOARD ?UCNINC j BEAR IT A1' Ui5 TO O SOL R sNPG0 x A3G5 aLL BARN AND ANCHOR PLAIT q-IAD LL ID 51' a 41TAN 14 BAN z DETAIL D EARL DEPTH BLCCKNG 4' TO EACH SIDE OF ANCHOR DOLT WIN {4) HIM NAYS a; .I. V& 9D R Alm 51V I WEN Box MITI sNwsBN BPS/a SIDE AT Sz' 4 SAPS sans TGPBxomE,4Prvo BORDY+ (2) 14 -COMPACTED LnhNUINt NENTNL 41 2 CIFhWJA:F', 14 was B IN' ae FrcH war 4 (7)14 d 14 RS fNE,?BONY oc. L NmVN 12' OF END WALL " Ip?6 PAY®18' F.C,DEACH NMYk(2)14 B4R5 111 I rEF, MEDIA F. AND RflnoY BUIIDNG PARR BOND BREAK OF IUfN UP =? I J' CLEARAJCC RNI Id Hob B 41 ac. 4 DRAIN ALE Y Wilk -(7) 14 WR, M EIAH Y CLTMINCC 7' W 7' FROM NUTIN TYP. 10' BRICK WRAP FOUNDATION Cti WITH PARALLEL, FLOOR JOIS'T'S 12 SCALE: 1/2" - 1'0' '-P.T. Sql R ••L ICU CATCH 14'W DEO TAIL 3 scaLE 1' - 1- 1" a: A 11i t" -J)ST BWPD -`T. 26 DLL R WHII 5/0'0 ANCIMN BOLTS wBH SEMI B5/I1 SET AT 32' A c + NRHIN 42' OF ETA HALL 14 M B 18' n,. EACH NAY 4(2) 14 IYRS 00, MORE, AND COIDOM CBMPACIUI CR,WJLLR INCKHIl '2' CLFA9ACE f4 bAfS 0 Ili sx. EACH MAY + (2) 14 HAND IMP, Him, ANI1 HDI IN 14 R0.$ Y 13' o, KH AY 1 (7) 14 FANS TOP, WINDLC. AND BOTTOM BIDINL PAPER BOND 31 OR TURN LP VAPOR WRIER FUR BOND BREWER y CLEARANCE BENI 14 NUS M N P.c 4' DPAN 111E (2) 14 BARS, R+L'xAN 3' (TOWARDS FROM BOTTOM TYP. 10' BRICK WRAP WITH PERPENDICULAR SCALE: 112' = 1'0" RODIN FOR GARACE ODOR GARAGE SLAB FRAME WRAP BRICK WRAP FOUNDATION DROP GARAGE DOOR DETAIL I. SCALI- I12 = I'-O" + VINYL WINDOW IN 5 FOUNDATION 2 n SCALE: 1/4• = V-D. 5'-4' DwL I' fm ero[) CCNRUI I 1,4 TRIM PIPPED A,- 9UES ANC FOR PEE 2xd PRLSSIN:E 16NAIE0 r4 (2) 14 REaw 14 REEAR 1-I12' MNIMUN STEEL ? n - ON Cry4WLE VTR CONCRETE 7x4 R OWN ml DOWN r-D EACN 511) _, . NOTE: I OW TO BE IIGFAIlfC - - W ND WITHOUT TRNR MI .. WOOD WINDOW IN FOUNDATION SCALE: 1/4' = 1'-0' 1x6 NM TD MLAP ?IpJR JANU (CUI5IE , j1 TREATED QMSIDE) -2x4 PRESSURE TREATED-- 6-7 LNQIRRS 1' FLA ERROR) PLAN VIEW (2) 14 REIiPA (6) 14 RI MINUIM UNfL (RhTRALE NEW CUNCRETE 2e1 AT 10P ORR SUL DOWN 2=0 1e4 BELOW Do SIDE) ?s 2 4 FCRW o ( )2x $ MTHER LW POIIRFU 0)N MTE (2] PERIMETER IN4LIAIDN FIv1TiF FWTI% AS M PERMETER R6UAIUN NFRUIIER UI CTUM SECTION AT SLIDING n GLASS DOOR SCALE: f14' = f'-0' 16 " TO OVERLAP COOK "o (DUISOEj r (2) 2x4 PRESSURE TRFAU (INSIDE) 20 PRESSURE IRLAIED (WQUDES I FOR ERROR) I {2) ?4 RtNlJ: {}) 14 REDAR MINIMW SREL CDVERANCE WIIII COR IE (TURN S,LEi. IXWIN 2'-O' FAC..H UN) (2)2,4 FORMS Al PEES ONLY I 9O 3 ROU TE CONRto a? r) 3 (2? POgCORE NSIAATMN FROST POOIINC (I" FEE" INSUATIPN REONAD OF GRACE SECTION AT SERVICE DOOR T,L SCALE: 1/4" _ V r f'q'Ik C The Drees COInDanV I STS- nFTAll SHFFfi Rfd.ur AIL MAPE),.APII" I - -- sneD) vo. FAUX STONE VENEER n FLASHING DETAIL TL? SCALE: ,. Ile _ I._M. - - ROSS RWF SHFA EKTFR0 SED E VENTED HI Na NDIF, FOR OTHER III F71CH/HEEL -ip- CUP RAMS SEE HEEL CUPS SIMYRD CHASE B E/R.1 SOFFIT & HEADER DETAIL FRAME WRAP SCALE: 1/27 = 1'-0 WALL TENDED WETS 141 ARE CINNINHBNS 1'-4' 1' 4' T4' ? tOA?E All Gv11PS SEE OF AL I/D.4- I'-P I 11• 112'-I' FRAME WRAP BRICK WRAP FRAME WRAP BRICK WRAP ??6OVERHANG SOFFIT DETAILS n EXTENDED SOFFIT DETAILS U1.1 SCALE' 1/4" = I'-0" ?2. SCALE: 1/4' = 1'-0" HBuw Fw NF RABR - BOUND EVEN WITH % _ PLYWOOD OF SNFATIIWG RAPE BNA _---4RH TRUSS y? - 1v2 SPACFNS RAKE W/ SIDING W/0 GABLE EXTENSION E12_ SCALE: 1-1/2" (2) ACAS WITH BEAN UP TO 12- HIGH (3) ROWS VAIN BEAM DU 12' RICH IRI NNLS. TIP, - A,ERIMTE / AND STWR ON EACH FACE + s + 1'4' I, 44 (FOP BEAMS WITH UP TO 3 MEMBERS) )BEAM NAILING DETAIL V2' SCALE: 3/9" = I'-B' --N I TRD55 RDOF-SHEATHINC?Y" i - MEREOR SHEATHE 11 R FF k A'ENiED R SOFFI - R ADE HAOER-- Iv8 7R11A-1_ F CHICKEN IA<ED BRICK VENCEF - WINOOW NOTE. . FOR OTHER ROOF PRCH/hTR ' CUT RATIO$ SEE HEEL CU13 STANDANU CHART B aA SOFFIT & HEADER DETAIL BRICK WRAP n D' SCALE 1/2" = I'-O' SHEARING (PULLED 3/41? 3-1/2' WDE WINIMRO STRIP FOR RRCK SUPPM (FACIDRC SIDE W I) 2ti AND Ire BIOCKWG AS REWIRED LINE OF BRICK PRCH BDUND 1,12 CUT TO ARCH, Ed E FYA11UN ly SME AND RNDIU5 Iwo (RIIN'ED) W.CK'2NHK CAKNEF. CHUN NN WINLCYW n BRICK ARCH DETAIL D2. SCALE: I' = I'-D' WINDOW TRIM DETAILS (2)2.4 118 J' NFADFR, PER 8411 NSUWIOm_ I "I ? BRICKWRAP W/ nFRAMEWRAP ABOVE 3 GE. TREANGII HEADER, PRC-ENGINERED WOOD fRLP.S SHEATHNC (2)m 118 PEAIE DRYWALL HONER PER 5PECFRAI9NG RAH INSULATION WJLER HEM: PER SPECHIPAFNS mac IRON NG N SICFO UNS 1 FLA911NG ULER 'NC FOR SFECFICATICN'S Hill IAl THROUGH CUAIF EXTENSION ANCIF INm HEEL CUT STANDARDS ROOF PITCH HEEL CUT 5/12, 4-1/2' 7/12 5-7/9" B/12 7-1/9' 9/12 8-I/2" 10/12 9-7/O' 12/12 I'0-1/2" ? BRI? CK WRAP CABLE RETURN DETAIL Cr2.1 SCALE: I/2' HEEL CUT STANDARDS D2' SCALE: NA CREEP TRESS 2nd NOOR ML F USE OF 2nd FLOOR SUBFLOOR ?-B9CI BW DENRD GRDER TRUSS , 2Nd DOOR MRS ON I*aRS ?2x10 BATA BOARD AT GIRDER TRUSS SECTION If" 2x8 BLOCKING CUT TO INS $ITAPE SPAEF,D 0 4' O.C. 2x9 BLOCKING, SEE DETAIL ABOVE, 0 4'cc WHIZ 15d NAILS AS SHOWR-, 2v9 SYP #1 AITAUHED WUH (2)19d N+WLS i? 19"nc TOP OF TYR. PLATE LINE' DMALL HALER 20 STUD WALL NAL TRUSS INTO EDGE OF b5 WHH 16d N91L5 ® 19"oc BRICK VENEER K CANTILEVERED TRUSS DETAIL 2. SCALE: 1' = 1'-0" STILL HILAM USE (4) 5/8' BD IS 6CUS (TWO ON GUI SPE OF THE HAWI/WEN) ID CONNECT TOP BLAB 10 LIQUOR Sw SIEFF REAM BEAM TO BEAM CONNECTION O2' SCAEE: 3/4' - V O' _ --' x10 BOTTOM CI ORD OF TRUSSES (BEYOND) -f- / 2nD WE 0 18' D.C. ON SIL %N I LUP21D w o &78 8419 RDARD OCLIEO TO BOTTOM MM CF CRIDER TRUSS - BRILL HOLES: MIN. 21/32' - WA. 11/16' 3/B' THAI BBETS-TIP. BOLTING PATTERN RDER 'T'RUSS AND SECOND E: 3/8' = 1'-D" CND GABLE TRUSS WITH 1/2' SHEATHING ON ERM BINRD DRIP-DECE YHAL LATH CORNIxAIEO HOUSE WNW Is )TR OUSE WRAP 2nd 1AYFR PER AND STEX FIASNWG 117' SI:HAICH =II. I II II II II II II II II M FAUX STONE TO SIDINC n TRANSITION DETAIL O2' SCALE: 1/2' ml -r R.O. SECTION ELEVATION ? WALL ATTIC ACCESS 02.1 SCALE: I/2" = 1'-4" FRAME WRAP ?.E. AAf Flrln f1All V XIIRIVI f1All v SHWCUE NR IEIA! FRAME PLAN URN" ?SHIIGId:S OR MEDEI PAEU PUERILE - - SH N4'U 2'-0 j/ NOTE: Rum, SEf PUN N1 DAY WINNOWS FRWED Wild NSN SHEATHING A* CXRM WITH HOUSEWRAP BRICK PLAN ri SECTION SCALE: 1/4" = 1'-0- n STANDARD FRONT BAY WINDOW ?. SCALE: I/4" = 1'-0" HEWER. PER PINN EXTIMOR MaING Pon RJUC TASS DOOR IXlfJtlpR Pahl SNEAT11% RENO BOARD PER PUN JOISTS NOTL All, RAW WINELStl IWD FIE 5053 D OSR WINK AND COVERED An HD1ISEWRAP TOL SECTION BRICK PLAN O SCALE: -r= I'O" n REAR BAY WITH SLIDING GLASS DOOR 11.1 SCALE: 114" = 1'-O' V%rAnEiC° The Drees Company anal 7 FRAME PLAN W AHatPFILE w/ (? -SINAI SANgf ME \ n SNI ROLLO D'So R - SHE 9NN 2.-D. U E._D. NOTE 4E kYNI ALL M AI IS RIWED WITH Ose E;GTHHG ANTI CUTREC PER flouR AM BRICK PLAN SECTION SCALE: I/M- = 11-0 DELUX FRONT BAY WINDOW SCALE: 1/4• = Y FRAME PLAN 4Ig PER PLAN LUSTS HEADER PER PLAN EXTERIOR PMEL SEEAIHING DTERIDR PANEL .9EATislf PAR) RM BRICK PLAN ?,RFAR BAY WITH WINDOW 2. SCALE- 1/4' = T'_ D' STD. DETAIL SHEETP" 2e4 CITURD s &RU NI. MY III EPANED AIR n SIUTHING MD W40 WIM HODSEWRAH SECTION 4 SCALE: I- = ID- IV CROW EXTERN aV N METAL U DIM FSRAI PN W I ?n BOX BAY(S) SCALE; 1/4' = 1'-0 ALl Sheol DeacryL'm:. ' , ^ ?.... a.....' - Cpf)MT [HAY wlnlRnw RPTAIIC nrraun uv unr n, ,a r? ROTE: NL e4Y WIIAOWS Emil ADD OSR SHEATHIND AND CMRE4 wall IIpAC" FRAME WRAP SECTION NOTE: U DOW PINLOWS f RANLO AIR III SHIAPING AND 0"ED WEIR HOSISE" BRICK WRAP SECTION MU40R 94ATHING FOYER A° RAND/Nu imp, KRCI FRAME WRAP RECESSED ENTRY ?J tl HNJT If LOE RR D AN MRIOR SLCATHN PAXEL't-u CA Bun/Rr POP K WRAP RECE (2)2x4 TOP PLATE, 1(2)2x4 TO. PLATE FOYER ?IRCH 5111. ? W LLDGI FIRMING NU-LOCO ENIRI'• SEE ED.VAIIDN TOP SPECIDCAIIGNS F III DIRP EDGE DN ANGLE IRDN N 11UN -` SD EMIEPoOU SHfAIICNC P MET FOYER a' r Tar uolnn III III ?III U fII BPNO(AIR DDYdI 1d0 JOGi P-0RCII SUE NU-WOOD RECESSED ENTRY ,- RECE SSED ENTRY DETAILS 2.3 SCALE: 1/4- = Y-V (2)2x4 'TOP PLATE TP. --- Ex ? To CEILING JOIST FOR ATTACHMENT RIDGE rI ? E%TENb Y0 eEIIJNG JOIST FOR ATTACHMENT 2K4 STUD J'-I• kl 1 HIP DORMER DETAILS 2. SCALE: 1/2" = 1'-0" E 2s8 14 ?IVL RAFTER RAFTER 5• HARDBOARD [Dot sHF.ATNlNI; (2) as HEADE i HEHINU (2) 2040 FIX W 5DLA75CR EEHIND ROUGH CPLNINC IxN ??? w 2x4 CRI P E 1.4 STUD 4yD• DBCINGO n GABLE DORMER DETAILS 2•_I• 11 2.4 CRT STUD zX4 lop PLATE 2.4 JAC STUD x4 SILL 'LATE 2x4 Domw PLATE SHEATHING 26 RAFTER - 20 CRIPPLE 7UD (2) 20 TDP PLATE - 20 JACK "D 70 SILL PLATE z.' ---- 1? TRUSS Ix6 a CROwN Mol"OING - Ix8 (RIPPED) TRIJLE LAMER p FRONT ELEVATION DELUX GABLE DORMER DETAILS ?3' scuE 1jz'.= 1'-0' 1x6 SIDING S-Jj4. ON IULD SECTION ULD = 12 TRu55 12? M 70 3 x-.1fi ox o 0 ENTER 2 40 WIND W J._g. ELEVATION ELEVATION B' fNLEiEA 1z4 PRCSUMNF%1qSLRC iRRlm C 8' PLAN ROUND ?OLUMN DETAIL (INTERIOR/ EXTERIOR) 2.4 SCALE: 1/2" = 7'-9 EE P MR SIZE 6X6 WOOD POST ANCHORED O CONCRETE W/ KAI1I-SAC ANCHOR #Pn-44. BEARING COLUMN U` 10 WRAP AT TIN' W/ EDGE CUT AT 45'. EE PLAIN, FOR SItE 40 WOOD PO9 ANCHORED 10 CONCRFIE W/ KANT-SAG ANCHOR fFA-44. w ? 1xa BEARING COLUMN 1x12 WRAP AT BCIfOLI w/ EDGE CUT AL 45. (3) SUPPORT BLOCKS PEE PLA„ 6-1/z" x 6-1/2' X 1-1/2" ,III IIF?ORSIvZEIITI/- LOYALLY SPACED IN COLUINN. ELEVATION NON-BEARING COLUMN BOX COLUMN DETAIL n (FRONT PORCH) P.4 SCALE: 1/2" AS TRIM zx6 t' 1 1/4" BED MOULD ? _ ~? DRYWALL BASE MI r. rvarir"zi PLAN BOX COLUMN DETAIL 1N`I'ERIOR) L'4 SCALE: 11/4" = 1'-0- 2'-ti 1p2 fD O L7 / /Y DRW I PLAN 1x4 GW f OPCN A994E) ONLY [4114' ('r,' CAOWN MV1LgNG I 3/A B15E GP- OPIowt f:MNF H1J1, 1 3/6' WE CAP BASE TRW ELEVATION COLUMN DETAIL INTERIOR SCALE: 1/2" = I'-0" F?%vt?%dI The Droes ComD'anv 1 114' FOOD WILLNINING 1/2' DID9IAL L WE TRIM Q INTERIOR COLUMN 2. SCALE: 1/2" = 1'-0' ?Tn f)FTAll SHEET 2xu LAN VIEW P IWR R,ui. am 11%11) 2 5/B' 0 MJUID TRAY CEILING DETAIL 2.4 SCALE: I/2° = 1'-C° 2r6 BEY DPAT16TOPRNG - 2xA C IPI MOULD (DINING RN ONLY) MALL CPOYM No (DICK R ONLY) 1._A. TRAY CEILING DETAIL SCALE: 1/2' = I'-0" 20 0 2.B CONE p: wI. s e Deuriplon: COLUMN DETAILS ® 24' DC. 2z4.WJIER 2x4 CONT. EWILP OHRE dDIST R45EMENT ?' H LARGE IDxI6 1/6" = r---_ _----T------------------1 1 1 I ' GIRDER 1RUSSCS- WNL 07NS1mIC1aN -? 2x10 RAFLERS k 2110 RNIOS'k 2r2 SPACERS T 1 I .2x2 SPACERS / 1 1 FNGIFI 11NSVL4?E INCH CDNSTRUMCN-1-- F HEADER. SEC VN 1 WING WALL BEYOND WNO "I. 4,YURD /A II ? I SUNROOM HEADER SUNROOM HEADER DETAIL - RANCH DETAIL 2 STORY SCALE: 1/4" = Y-0' 6CALE. 1/4" - 1 -0" L -1 -- _-I NR SPACE ADDR LTNIIIAIRIII IEor 51CARIB O?j_ Y-Hao W SIDEHIC OFT U WTER- _ 2x PEA( TO INSURE RICE *7 ? (2) 2 10 M%E II0.WU? r1,R'CIIp15 PRDFETdY ?i ? . - 4lu HGH -W SPACER R 61CN RAM RIDGE DETAIL 2K12 RAPER ? 10 rld COMER ,JOIST BASEMENT 0 Sheet NO. \?C FEAY (;EiLING DETAIL ??LE:'1/2' = 1'-0" MIN. 3' x II I/4' NET TRADER EASIER SIHAIHING 10 HEADER NIIH 6d COIEION KtS IN 3' GRID PATTEN AS SHOWN ME 3' B.C. IN ALL FRANK (STUNS AND SW) I ODD B. I IDDLR-10-VCK-SNE STRAP ON NOM SIDES OF EEENINI: ".)(INSTALL GN B+CRSIDE AS SHOWN ON SITE HIVATON, REF. HO WIN. (212' z a' EXTENT OF HGLCR (CND MACH NA LL SLGMINI) 2' TO 18' (HNIW WI RRAIID WNI SEONLNI HR NUL 301E PLATE 70 JOIST PEA TABLE RCU2,3(1) 8d cOWWON RATED AT 3' Uc, Top AND POTION SHFADING FILLER E NEEDED -T6d SINES WJIS N 2 RDMa W 3' DC. IOW IN. FFAIFR-10.JACK-SHID SIAM CIN IIOIH SIOEs OF OPENING (AFL. NO RK4) OUTSIDE ELEVATION 1RPONIMI (L)OF REODIREPETO: 1Ax(Y EON USE ON HOWLS WHIN FIJI1r SHEAAFB VAUDD CR DSB ERIDWF WALLIS FEW WC. 3602.105. SIDE ELEVATION USF EIICINFERED WOOD AN TIM, I-M OR IPM EUMHFR HID 100 10 NII&, PDAMik. FOR HOCKLINC TURN PIN JOIST IF PANEL SPIKE IS SEEDED U %Q UL'GLN WHIN 21' OR MIU-4I . BLOCIPNG IS No RLDOFTA J N0. OF JACK MILD' FER TABLE R5025(IA]) MN_ LAWN EASED ON 6.1 HEIMIII-WDAI RARO FON )WI FAT MIN. FOR O'HEI APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) SCALE: 1/2" - 1'-1)' 3/N' DIN. 1HgUNFSR WOOD SIRUDIURAL 670 IB. TRAMING ANTHOPG Pau SHEATHING j1YP-) (REF_ NO. (TP4) ?UITHEH OININIAINN XY - NAT Su PLAN 10 NH V& RW2.1(I) N0L 5 NC PUTL TO ADST PER TAU ROUI APPROVED PA'A JOIST DAL SLAE Pi ATE TO JOIST PER TABLE PI 3(I) Af1'ROVED PI JOT DN_ 7'v'x III N' %AlE WASTER- ANCHOR HOLT PER R400 LE (TI ELUNMTAN PER GUIx CWI A; ? ??. r OUTSIDE ELEVATION IMPORTANT CO[F' RFDNROM IO: ONLY FOR USE ON HcmC5 WTM FULLY ;STALL(( PLYWOOD OR 050 FATEMOR WALT. PER IRE RE@IDS. SIDE ELEVATION OUTSIDE ELEVATION WOOD STRIffiWRAL PANU 51 M APPRM LAND JOE] M SIRWLTURN. PANEL. SMARflK UYFR APPRDYLO LAND IOISI IWI7MIAAI (NAT RTQUIREMFNr IXAY FOR USE ON IfDWI WITH III MINED DYN)A ON m IXII SITE WN I S, qH IRERDaPNO5 SIDE ELEVATION FRANK ANCTIDAS PY,TASIED PER THE MC Ri WNA.FAGTUDER'G RICAJLANB DRY WW AI50 DE WIA1N TNRTNAI JI ENCNFETSD WORD MIN PILAFF, I-JOIS] OR DRY LUMBER RIM JUNE TO MNOD(E FOTEMTK Tpt DOCKLNG MINA IWTO J M- APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (DETAIL 1 OF 3) (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 3 OF 3) SCALE: 1/2 = T'-D SCALE: I/z- 1w DAL Af 12' L+[D?uDt Ed WL AT 6' 0C. All. AWING MENDERS AT PANEL [DOES ?- 12' D.O. ON ALL FRWG KWLAS IMPORTANI QW RL[NIFFMLM? NOF AT PAM EDGES ONLY FOR oSE ON RDMES wm1 WY SHEATHED PLMD OR = MRIOR INUS. PEA 19 No 105 EXAMPLE OF INSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: [/2' - 1'-0' ndKATTr0.c.- pt6MAM or CURAFR MID MAY vo J 24 HALL AT b' 0C. ALL FR VINO W(NUILR5 AT PANEL [DOES PND 12 O.C. ON AIL FRAMING YINNFI WI Al PA.wl TCGES qm.) - 111MRIAHI ODDE MAIREMDR: ONLY roR USE ON TWO wmI MY SHNFIED PLYMDDR CON M MOR "LS, PER WG MY 1115. EXAMPLE OF OUTSIDE CORNER DETAIL PER IRC R602.10.5 MALE; Iiz- - 1'-0' mvswM KI. DOARD WAIRD w kcORUNCE WE lac cwwRA A (1WRIUR) Sheet No. "rA21111nike The Drees Coin-panv I ST0_ DETAIL SHEET SId.RA: %'d De"": 4 J Z LLJ m J Z Q:f O U I/7, raICRLIE WAP) W6 UM THE AES (1 -b" AES 2-1/4' CASE NN I 1/2' RDRAPCY - UFFER 1/2' WRAPLY - MnLR - O11rw Do iNCRS EIF WISIDL CORNEAS pF PURIM FA FE15, OINART PWNCLS. EASE WW1OING Ja m OPEN SIDE ELEVATION w A' VARES (2'-64) 4- VARIES (2'-E'}) q' OPTNEW VARIES (2 j,,E) 16? Own VARIES (2?-i'd) 15? Pnxu w Fk } } PANH CL70UT ( IN r4[) RECTANGULAR DROP-IN TUB PANLL ELEVATIONS SCALE. 1/2' = I'-0- 4' VARIES 4' W@ CERWC PEE 2' BUWgSE ILE I/2' WAY - S? 01119.E CORNERS OF IOJWLY PANELS SNOB PAN PER LEVEL PLAt MN E NUUINING ?- SIDE ELEVATION w/ SHOWER CHOOSE ?I) PANEL TO MOLT FUR YMINIAgL YDIUR ACCESS (FIELD UETERMNF)_ 4• VARIES (7'-41) T' WILT ANIFIED 'OR REPIACEM011 PANEL - ' ? SEE PNEL SECIM7N DETM5 INO SIEET. 6x6 COMIC ALE 2' BRFINDSE IiLE ME ADIARK 112' WRAPLY - ULU 1/2' DIWT - MIRK 001510[ CORNERS or DNISEff CORNERS or -= , DURIPLY PANELS. DJRARY PARES. BASE WILDING SNnPAN PER WE RAN. ?' ? lWE1N4D YAAIfS ?3'-1?'}( ? °?l run Ewan ` OPEN 516E ELEVATION ?? FRONT ELEVATION v CORNER DROP-IN TUB PANEL ELEVATIONS SCALE: I/2° = V-0" 2-I/5' GY NoULOING -- Ix2 x 5' ECK BLOCKING A[lPaLD 10 SEALS Silk IN PMEL alIQtJI 1/2' DURAMY 1.2 r S LCNG LD"l AIIACFFf11 TD BACN 9DE OF PlN m wrap. V ---.- L & - OF PNEL V ? ? ME MOUtU% APRIED TO FEW j sIDE OF PANEL cUrm An I/2° X TRIN P6RINNGINC FDCF. `V' RETANGULAR TUB PLAN SCALE: 1/6' = 1'-0' CORNER TUB PLAN SCALE: 1/B' = 1'-0" PANE` PANEL SECTION DETAILS SCALE: 1' - 1'-0' 0 PANEL BACK v 6-Q © SIDE ELEVATION w/ SHOWER - SECTION THRO RERIOVABIF PANLI. AT IIIR HLATFCRRS u -- u PLAN ,I ii IlI iC F BR II o L.=__ ?? FRONT ? SID[ RCA?_ v' v TUB DETAILS SCALE: 1/8" = 1'-0" PLAN CORNEA ? L_SNUw[R SUT ? ? RcAR ,? BRUNT I v SHOWER DETAILS SCALE! I/B" = 1'-0" STD. OWNER'S BATH DETAILS (WI14 SEPERATE SHOWER) SCALE: 1/3" = 1'-0' 2 ROWS 6 HE 1 C'IP KITE CLIP DN51 FIN w GW FTE UNDER WOW (IF NRDGT 5 PIB$ENT) (Ill PLAN RUNT r--==ll I II II 'I L 2 HAINOSE TAE CEIROW TILE J I11YA K ?, SIDC E MEAN M NI PANEL IIEYAIN)NS W. 092 ?I N PLAN SIDE B A54PIB?DCGR SO WEI LNDER WINDOW (IF WINDOW IS IRENRI) PLAN TINTL RAR - 2. wlmsE lit CERAMIC TILE REAR R REAfl SIDE ?- R WITH HALF WALL QIRY,CO 0DOR TUB DETAILS (JETTED TOES SAME DETAILS) SCAR 1/8' = 1'-0' 2° BU1N7,E lAF 6' EARAWID TILE 1 - 0 U PAI IN CL OF ° Nh ADW OF 6 IRE FRONT [i SHOWER DETAILS SCA4. i/8" = 1'-D' T-7 II q TGMn aAe z^ HJONCYiE ItE L___JI 6° CFRANIC IT SEE Ul IN FNDNT SIDE P N fw © D ELTWTDNS & AR _ W D.D2 JETTED TUB DETAILS SCALE: 1/0" = I'-D' JETTED OWNER'S BATH DETAILS SCALE: 1/8" = 1'-O" (SHOWER UNITS SAME AS STD. BATH) OCIA ON MIRROR 7 PEDESTAL SINK PED SINK DETAILS* SCALE- I/B" = 1'-0" '(STD. IN POWDER ROOKS) PLAN DESIGNER OWNER'S BATH DETAILS SrALE: I/B" = 1'-D' Y PIAN Au SIDE a FRONT Q sll HALL BATH (CONVENTIONAL TUB) DETAILS SCALE: 1/0" = Y-D" 2 RDRS R" TKL T CAF wn M FIRST NOW SD ON, in DNBLN WNIYJW IF WINDOW IS PPESK SEF INAIP-N III PANEL LOAM FR?NI BIDE BM. D.o2 CORNER TUB DETAIL SCALE: 1/a" = 1'-0" ?1015 PAPER III PAPER HOLDER FAH Iven 19W4 BNi TOWEL BARS/EXHAUST EAN PAPER HOLDER/TOWEL BARS SCALE: 1/8' = 1'-0' i. VANITIES - SINGLE VANITIES - BETWEEN WALLS YNAR W0111 . 2^ LLYiS INAy wRlff/NP WAfRI VANITIES - DOUBLE VANITY DETAILS* SCALE: 1/8" MN. WHIN WOOF = n' DA IWJN. - Irl LW R111AW "(HALL BATH AND OWNERS BATH ONLY) F%r ®C The Drees Company I STD. DETAIL SHEET"!" ? uL s"I D`.`h I ___ - __ -- I Sheet No. FOUNDATION NOTES - ALL FOUNDATION WAJLS 10 RF. &' THICK FOR S'-O' WALL AND 10' THICK EON T-0- WALLS, CAST IN PLACE CONCRETE 3000 PSI MIN. Ull OTHERWISE NOTE. - PROVIDE FOOTER DRAIN TILE ON INSIDE AND 0015k OF FGDILR 10 StiMP PUMP OR TO DAYLIGHT, - amrRIT WIi LCCADI MAY VANY PROM OHAWING DUE 10 LOT CONDITIONS. - 3' DRAIN PEE Ill FOOTER AT 10'-0. O.C'. - DACW9LL AP A.CLNI JO FUUNUATRUN WALLS SHALL NOT BE PLACED UNTIL THE WALL ETAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO TILE FLOOR OR HAS BEEN SUFFICIENTLY BRACED ID PREVENT UATMCE BY THE 60FILL - MAXIMUM A59MED S111. HEARING LAPACNY: 3,000 psf. - WAIERPROOF FOUNDATION WITH BITUMINOUS SPRAY. - VERTICAL CONTROL JOINTS IN EASLMLNI HOUNDATION WALLS- STANDARD LOCATION CUIOELINES: 1) PLACE A CUNI TAL J01NI 01 ALL UNBRACED WALLS OVER 30' IN LENGTH, (NOTE: l' WALLS AND CORNEDs COUNT AS A BMCE). 7) WINDOWS PAT ARE LARGER TAN DID SIANUWD LHASNERI WINDOW REQUIRE A CONTROL JDIM_ 3) CONTROL JOINTS ARE N01 REQUIRED AI EVERY WINDOW RAT IS STANDARD SIZE. A) IF THERE IS A ETAIDARD WINDOW BONED IN A WAIL %FSMFNI THAT ROIIIRFO A CONTROL JOINT, THIN HE CONIR01 JOINT SHOULU 8E PUCE ON THE SIDE (IF THE WINDOW THAT IS MD.ALFNT TO THE LONG SIDE OF HIE WALL IF MERE U MORE THAN ONE WINDOW IN A WALL THEN ONLY ONE WINI)MW SHDUID HAVE A CONTROL JOINT. 5) DOORS 04 N(IT GET CONTROL. JOINTS. 6) CONTROL JOIATS SNOUT NOT BE LOCATED WITHIN 3' OF A REAM POCKET, I) CONTROL JOINTS ARE REWIRED AT THE FIRST AND LAST STEP DOWN AT STEPPED BASEMENT FOUNDAIDN WALLS, - INTEAIOR FLATWORK SHALL HAVE A MINIMUM CONCRETE STRENGTH OF 2,500 LDS, MECHANICAL NOTES - SMOKE DETECTORS TO HE IIUV RIU [NO MHFJ7. PROWDE M17ERY TACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, PITY ALL SOUND), - AI. CAS MPEADITS MUST BE INSTAllm PER MANUFACIURER'S SPECIHL'ATIUFIS. - BUD THE CENTERLINE CF ALL EXILROR LIGHT PI8NRE4 AT 5'6' OFF PRICED EXTERIOR SURPACL - A STAIR IWN'DR§If, ON DNL SIDE DNLY. ;HALL HE CONITNUDOS FOR THE ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SEAT, RE RETURNED TO A WA I. OR EDGE, FEE HANDRAIL WAY BE INIERHUPTED AT A NEWEL POST AT A TURN, - IMPULS SHALL BE INSTALLED ON ALL STATES WITH 3 OR MORE RISERS, HANDRAIL HFICHI GEWI. HE A MINIMUM OF 34 Inchs AND A MAXIMUM OF 38 loches, - ALL HANUTHAIL GRIP PORIIONS SHALL NOT EXCEED 2 5/3' IN CROSS-SECTIONAL DIMENSION. - HIICHEN BAC15PU511 OUTLETS TO HC,_IhIJFI T (6BEN IN lilt. SANSPIASII), 37-114- FROM FOP OF SUENLODR FO BOIICA OF BUR. - CINDR41 S MUST RE A MINIMUM OF 36' NIGH. GDARORAIIS AT THE OPEN SIDES OF SIAIAS MUST BE A MINIMUM BE SG HIGH MEASURE VIRRCALLY FROM THE NOSING OF THE TRfpm THE HORIZURTAL SPACING OF THE VFRWNF PADI-OTEES SFAIL RF 4" O.C. 0 - THERMOSTAT 10 BE G4" OFF OF FLAN - AT LOWER LEVEL, PROVIDE A 6' LONG 7x1 WALL WITH SKIDS AT I6' O.C. URII D 1' OFF FOUNNION WALL FOR ELLCII AND STRUGPIREO WIRING PANE I_ INSULATE„ WALL AS REQUIRED. - CABINET SIZES MAY VARY WITH RILL-OVERLAY CAfYNfIS. - GROLIER FAIILF CIRCUIT INICRRUPTfR (GFCI) OUTLETS 10 BE INSTALLED PER;NE SLUG, SEGO 210B- PRfMDE HOSE, BIAS PER GMSIINI SPEC. SILIT EXACT LOCATION ILA BE FIELD UEIERMINED, UNLESS UTHERWISE NOTED CH THE PIANO. FRAMING NOTES SECTION, DETAILS & ROOF PLAN NOTES - DESIGN LOADS: LIVING ARRAS: 40 psL ENE LOAD + 1O psf. DEAD LOAD = so p.m.l. SLEEPING AREAS, SO p.s.l. LP& LOAD + 10 C.d, DEAD LOAD = 40 p s.l. ROOF: ZO pzf. EWE LOAD + 20 y.uH1 DEAD LOAD = 40 1 - ALL WAILS TO BE 3 112- UNLESS OTHERWISE NOTED. - FRAME ALT, BEARING, EXTERIOR, KITCHEN, BARN, SINRWLLI., AND (Al WALLS AT 16 O.C. ALL OTHER WALLS TO FL FRAMED AT 24' O,C, UNLESS OTHERWISE N)IEU. - ALL WOOD BEAMS AND HEADERS IO BE S. PINE P'2 KID WITH E-1,7100,400 p.,,i. ur LVL - ALL WOW JIHSIS 10 BE S, PINE P KD WITH E°1 700,OC4 p.s.l, SPAN MUST BE LESS TITAN 20', LICE HEM HR IF SPAN IS 20' OR MORF. - All, I,W's TO BE 7JM MICROHAIR WITH Fb=20, T'v=BES, MOE-1.9, fc-7%. - PROVIDE 4-1/2" 5DLID EMINU 10 FWINDAIIDN OR BEAM BELOW FOR All. REAMS IIUOERS, AND CREEP TRUSSES. II IOC HLOCKINC 901 1: N JOISTS AS REOUINETI. - CHECK SELECIIONS FOR FLOOR CDVEHINGS AT TOP AND BOTTOM OF STAIR RISERS AND ADJUST RISER HEICHT AS NETTED. - SEE FIREPLACE ELEVATION DETAIL FOR ADDIII04A FRAMING NEQUIREMENT$ IF ANY. AND SEE SELECTION SIICET FOR SIZE AND SIDE OF FIREPLACE = PROVIDE BLOCKING AT ALL HM1II URACKEI5, TOWEL 8AR5' IVID TOILET PMFR HOLDER LOCATIONS. - PAOVIDC 20 MIN. TIRFRAIED DOOR WIIH INPAGE AND LIVING AREA - PAT CUT GARAGE NAIL CAVITIES/ FLOOR JOIST CAVITIES 3-1/2- RS RECEDE FVL GATT INSNIATIDN If (EATING/ PLUMBING ARE PIRSENI. NJ% FOR R4AC CHVSE TO FX1FND DOWN TQ,GWGE CLAD, - ALL BFmm WALLS TO FACE DOUBLE TOP PATE. - A PMIWLY EXPDS€D EXIERIOR WALL, WALL SHEATHING SHOUI0 CONTINUMISIY RUN TO BOTTOM OF SUD FLOOR. - ALL LUMBER CUNIACIINC CONCRETE TD BE PRF5511R6 TRSAIFO. - ALL FASTENERS, WAGERS. AND OTHER CONNECTERS TO BE USED WITH PRESSURE FR-AIFn WOOD ARE TO HAVE ZAXX L'OANNG (OR EIINALENT) HUE-Pipprc GALVANIZED OR Sim= STORE. - ALL EXTERIOR WAILS AND INTERIOR HEARING WALLS, FRAMED HIIGIRR TITAN IIIE SIANDAVD I'LAIE HEIGHT SRAEL BE FRAMED WITH CONTRHOUS TUT IITICT SPITS 10 THE HIGHEST CLILJNG (I.E. NO INTERMEDIATE BREN(S) TO PREVENT LATERAL RINSE CONDITIONS, - AIL FVFRIOR SHEATHING TO BE Z/I6' WOOD SIRUCIUKAL PANEL SHEATHINC OR EQUIVALENT W/ HOUSEWRAR - GUARDRAIL DESIGN LA46 TO RESISI A MINIMUM OF SOU LBS LATERAL FORCE - PRE-ENGINEERED HOOD TRUSSES ® 24' O,G. UNLESS NOTED DiHERWEL - SEE TRUSS NANUFACTIIRIR'S SLIDE DRAWINGS FOR TRUSS LAYOUT AND L'ESSH INCLUDING GIRDER TRUSSES AND BEAM (DCATIDNS - AIL GIRDER TRUSSES TO BE BU(ILO IOOEIHER AOCDN'UINC TO MANUFACTURERS SPECIFICATIONS, WHERE REQUIRES. - TRUSSES TO BE BRACED AND WSIALI ACCOADNG TO MANUFACTURER SI'LgPiCAIIO'NS. - TRUSS MAAUFACIORER'S INMEN90N5 ARE TB OUTSIDE OF SHEATHING - RODE TRUSS MAIUfACTURER 10 SPECIFY ALL CONNECTIONS AND HANGERS CH 5115P DRAWINGS, - REFER TO HIB-91 OF TPI (TRIM PLATE INSTNLAE) FOR SPCCIFC BRACING RECOMMENDAIlONS AND REOUEEMENIS. - ENGINE RFD THUGS DRAWINGS ALONG ¦/ NIA-91 ARE TD BE PROVIDE ID FRLD BY TKJ$T MANUFACTURER PRIOR TO ERECRON OF TRILCCES, - PRDNOE A. 2x4 LEDGER 10 ACCEPT ROOF SHEATHING WHERE A FIRER FLOOR ROOF MEEIS IRE SIDE OF A SECOND FLOOR. - A SELF-ADHERING POLYMER MOODIED OPIUM INDUS SHEET ELWLL HE USED FROM TI IE EAVES EDGE TO A POINT AE IFAST 24' INSIDE THE EXTERIOR WALL HIRE OF LOP BUILDING. - IHR)l 151 FELT PAPER UNDER SWIJCLFS - CONTRACTOR IS HESPLNISIBLE FOR PP%IpING ALL ILVPORARY SHDWNC AND BRACING DARING CONSTRUCTION FOR ALL ELEMENTS INCLUDING WALLS, JUIS'I5. IRLISSES COLUMNS, MASONRY ANB OTHERS AS RfOU1JFD. ELEVATION, NOTES - WINDOW ME AND MULLIONS MAY VARY FROM LLEVARDN EfPTNDING UFON MANUFACTURER, STYLE, PAITERN, BPS, Liu. - FROM DOOR COACH LIGHTS (If Al 10 BE 517 AT 5'-B' ADOVE FINISHED SURFACE. - GRAPE AWAY I PPM I DO I WALLS SHALL FALL A MINIMUM OF 6' WITHIN PIE FIRST 10. - PROVIDE HOUSE OMP LAMER TARE HOUSE (INCLITDINC CABLES). - PROWOE ORICN WEER FINDS WITH WFFP CARDS AT 33' o . Will RRCK VENEER. - FRODE FIASTHNU AND WEEP RULES ABD E BRICK kill (ROSS, - PROVIDE ERICK WALL TIES AT Iliac HORI7ONTALLY AND VERD LY. PROVED FORK WALL ILLS WTHIN 12' OF ANY BRICK )PCNINGS AT A MARTI OF 36' o c, AROUND OPENING - PRDVSE TWO LAYERS OF THEN IN ALL ARFAS Df STORE. RERR TO DETAIL ON SHEET 7_UI FOR INSAIAIDN DETAILS. - PAD NJ ALL WILL ENDS (WEHUUT GABLE EXIENSIYJNS) WITH 1-46 WIIH THE 1x8 OVER THE TOP TO COVER THE ENDS OF THE SIDING, 91101 SPECIFIED BY HOUSE AND ELEVAIION, - HE EXTERIOR IROIECIIYE COLERINGS ON ALL DIRECT VENT FIREPLACES (IF ANY}