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HomeMy WebLinkAbout07030171 Revision InfoREVISION / PLAN AMENDMENT For New Singlefamily or "Other" Residential type permit projects City of Carmel; Department of Community Services t has been issued: Yes No. If yes, PERIVHT ft: t) ? 03 O 17 1 D'ERof 1 E: C- PHONE:' FAX: ' )RD) 7 3 (7 3Lf 7 7300 317 3Y7 7318 STREETADDRESS: STATE: ZIP: SO h. .z? ?G17.0 G }/ UER'S EMAILADDRESS: YYsT METHOD OF CONTACT: ?tvArr Lm. MON L07 #: SUBDIVISI NAME: A SECTION: DJ ECT Z ;L c. Y 1. - ADDRESS OF CONSTRUCTION: arc z ?L Y UARE FOOTAGE 02- -? ' NEW EMMATED CAST Al ) NEW FOUNDATION TYPE: . SIRS p CRAWL SPA FECfED BY REVISIO OF CONSTRUCTION : ?G i GOO O POSTu B Y } NS FOR REVISIONIAMENDMENT ARE PART OF THE MASTER PEFIMIT PROGRAM; NAME OF M L ON , E E E F MECIFICATIONS FOR THIS WORK: f? 11, - II nrn )ESIGNATION OF AREA OF WORK SQUARE FOOTAGE: BASEMENT I' Floor r Floor 3 Floor Front Rear Parch Total Sq. FL TOTAL (Finished and Porch or of Garages Unfinished Sunroom 7 370 rSS G7( 7c) ngleFamily and Two Fly dwellings, additions, iemadeis, and/or accessory strucrt ,this pe t' r=ccion commences in 180 days of the date of isswxcc of the building permit, and must be completed (Cu T41thm 1B monLhs of the .e date. Class 1 structure permits are subject [a the General Administra 'v ht'{ib8late of rnrCi,#S IAC 12) regarding eiLpiration time frames for heginning ?. 1 l Codes- adg1jaed agree that any mns=m-on, rtconstrucuon, enia gemm[, r gf'?IS@?L u y, ?s a use of land or tee requesteel 6p[F.is apphCaoon will comply with, and conform to, -all app 'cria lei In$, ?d dinance of Carmel -1993^ (Z-269) and amendments, adopted under aurhoriry of LC. 36-7 et se o t' , an all Acts amendatory - I also certify that Drily ldrehm bath, and flootdrams are connected to [ MCOaO under the penalties of Perjury (Indiana 5-44-2-1) Chat all of the informacon I have provided fn this Applicat umypggtjQ) a and accurate Lo the best of my dge and belief, and chat I have not knowiugly or intentionally ptovf or omitted any, " rmation that would tend to hide, obscure, or ise mislead the Dept. of Commundry Services regarding the truth of the matters addressed I also agree that the construction will not be used pied a C 'cafe ofOecup yhas been Issued by the Department of Community Services, Carmel, Indiana. re of Owner or 44thorize Agen Print E USE ONLY:***?*//***AA***************************xwx*********************************** /YOB /i pV/f. ?YG174-? ?Y15 iv EC.fr7yls 1 2 y?,? v NEW INSPECTIONS REQUIRED: PLAN AMENDMENT/REVISION FEE: f J u ier Footing Lower Footing Under Slab ugh In Meter Base Final site (A 1 ?? 9-7,4-o7 !d/Apprt d: Dept cf Community5ervices (Date) `XA VPlaa Amend R IdmM ADDITIONAL SQUARE FOOTAGE: J NEW INSPECTIONS R ZUIRED: (If addRional Inspec+JOrs of an what already remain on me existing permit are required.) TOTAL: Fee Reosiwd byr. 7 Cq Adi? ` CITY OF CARMEL `a Application for Plan Amendment or Update to State Release N cc Sate: Zk?/Q-7 Original Building Permit Number: 0-70301-71 WILDER: Wt&'s ? D Address of Builder: (1(.af5C) TIZIL f M DO. S-i'[r 212D I DPI C ' ' 4 os telephone Number: I ]- ? 1- ?_3 CC) I lob Address: ?2 d7. lkA!4Y=MC0z1 PAe ww , nlt?T?-t' Lot & Subdivision: LA'1'_lSii)f , PA,ZI, ler? az, Est. Total Cost of Revision: aD Applicant's Address & Telephone Number (if different from Builder listed above): DESCRIPTION OF REVISIONS: Additional Sq. Ft. 1-10 - Under the penalties of perjury (Indiana Code 35-44-2-1), I hereby affirm under oath that all of the information I have provided in this Application for Revision to Original Plan is true and accurate to the best of my knowledge and belief, and that I have not knowingly or intentionally provided or omitted any information that would tend to hide, obscure or otherwise mislead the Dept. of Community Services regarding the truth of the matters addressed therein. LQI?4 Va'ifWn, Applicant's Signature Applicant's Printed Name ATTENTION: Any approval of revised plans apply to specified revisions ONLY. Approved by: Date: Additional Fees Owed: Residential $125.00 ? Commercial $250.00 S:Permits/Revision to Active Permits Form Rev March 2004 CITY O CARMEL 1 0° I PERMIT RECEIPT OPERATOR: vdolan COPY # : 1 Sec:20 Tp :18 Rng:03 Sub:LSP Blk:4 Lot:122 PARCEL ID ........: ZLSP122 DATE ISSUED.......: 09/25/2007 RECEIPT #••.......: 26343 REFERENCE ID # 07030171 SITE ADDRESS .....: 2662 HEATHERMOOR PARK DR N SUBDIVISION ......: LAKESIDE PART{ CITY WESTFIELD IMPACT AREA OWNER RAYMOND H. ROEHLING ADDRESS ..........: 11722 BRADFORD PLACE CITY/STATE/ZIP ...: CARMEL, IN 46033 RECEIVED FROM ....: DREES HOMES CONTRACTOR .......: ATTN: LORI BIRDSONG-HENLINE LIC # DREFPRE COMPANY ..........: DREES HOMES ADDRESS ..........: 6650 TELECOM DR. #200 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 TELEPHONE ........: (317) 347-7300 ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL EMIR FLAT RATE 1. 00 NAL FLAT RATE 1. D0 'SLB FLAT RATE 1. 00 SLB+ FLAT RATE 1. 00 UGH FLAT RATE 1. 00 FLAT RATE 1. 00 FLAT RATE 1. 00 MEND FLAT RATE 1. 00 GLE SQUARE FEET 6,413. 00 PERMIT OF PAYMENT AMOUNT ----------- ------------ 175.50 RECEIPT 175.50 55.50 55.50 0. 00 0.00 55.50 55.50 0. 60 0.00 55.50 55.50 0. 00 0.00 35.50 55.50 0. 00 0.00 55.50 55.50 0. 00 0.00 1261.00 1261.00 0. 00 0.00 53.50 533.50 0. 00 0.00 175.50 0.00 175. 50 0.00 1030.80 1030.80 0. 00 --- - 0.00 ------- ---------- - 2796.30 --------- -- 2622.80 175. - 50 0.00 NUMBER ------------------ 10320 LAKESIDE PARK INST.#200500048186 I I LOT #122 - SECTION 4 I ?! CITY OF CARMEL, INDIANA 2662 HEATHERMOOR PARK DRIVE NORTH HOUSE TYPE. OPTIONS: LOT SIZE: 12,601 SQ.FT. CONC. DRIVEWAY: ' _ i,219± SOFT. FUSLIC WALK: _340='SQiFT:• PRIVATE WALK: 218± SQ.FT. SEEDING: 4,160± SOFT. SOD: 456± SQ_YD, PLOT- FLAN PREPARED FOR DREES HOMES PRESTON V - "C" - 3-CAR SIDELOAD GARAGE - 24`x12' CONCRETE REAR PATIO - FULL 3,ASEMENT so.oo' 912.8 15 D.E LOT #122 12,601 S.F. 4'x12' IF PATIO ? ss n? tsoo. ,s LINE BI5.5 M20.37 uN 17,17- 5NE v PROPOSED RESIDENCE 0.00' BSUT.=905.9' a z? om wp all x ao a? 2 W C F N SW 25' B L. S' 0 E . H:EATHF-FMOOR PARK DRIVE NORTH, 50' R/W 30' D-D U 4• a:\ GRADE FLON-INE,/ AS PER PLANS TYPICAL SWALE SECTION NCTE: -JILDER TO-ENSURF POSITINS DRAINAAE AWAY FROM STRUCTURE(S) IN II I?I I FRONT DETAIL OF TYPICAL STORM WATER Fl-OW PATTERN FOR INDIViOUAL LOTS DOWNSTREAM MANHOLE J530A T.c - 9t3-95' \\\\p11i1111 f (111111J1 A- 7Zj? No. 'LS20300026' STATE OF .'?-.1NOIAN N 07E: DRIVE ENTRY TO CONFORM 'MTH CITY OF CARMEL STD. - THE LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPUSED ?•J9LIC SIDEWALK WERE SCALED OR 74KEN FROM ENGINEERING CONSTRUCTCN PLANS PREPAP.F:' 3" HT,11;? GR A$ PROADED. VERIFY SAUTA3Y LA lE AL LCCAPON PRIOR TO CONSTRUCTON IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/OONTRACTOR PC VERIFY THE BUILDING QDD,Q PROPOSED GRACE DIMENSIONS. BUILDING LOCATIONS, THE LOCATION OF OT.-:ER P?P:TINE:T FATURES AND ELEVATIONS PRIOR TO THE START OF OCNSTRUCTION. THE INTEN'CFD USE OF THIS PLOT PLAN IS OOO.O - EXISTING GRADE FOR SECURING BUILDING PERMITS ONLY AND 'HALL NOT 3__ USED FOR ANY OTER PURPOSE. L4h'D SURVEYWOk DRWN: DJK DATE: 03/21/0- SCALE: 1" = 30' TAmDBvBDCFMIMir CONSULTING JOBS: 07-099 REV.: 013/20/07 TrueN rfh eosswamHAnTUKaDKVE ZONED: F.F.E. HSE: 916.8' C; IIiDTAHAPOUS,RmIANAM214 ZONING: SPECIAL SIDE F.F.E. GAR: 915.9' 5urveyrnq, LLG PRUNE, (317)--190-129Q POM79,Q YOU IN T® RTGPTI'DE5=QN• PAY, (317)E29o-1291 REAR F.F.E. ESM'T: 906.8' 3 CAR I PORCH PROP. GARAGE DRIVE R J x J Y W 5 O N O m o- N 0 w a N O :C. O ?7 N 0 0 m O U IQ d z ~ m O O ? O 1 ? Q Ol m d ~ w z m W W T S S N m u N 0 ?z\ W W ?J Z `L rz, W W Pa ? mn 7 N O o , U oa ? 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Aphl 19,.?M1 No.7659 A 9 ?10 j O PIA C ?2y'r?t A { ? 9C, '?2?r??? . qr? % ' G7vcrd.y " p ; r tl fJT'!ti ?/oer /1:7/4* ct ° ° .. a 5?'rmy-on o' ?'?u}dr?SEri;re d ? s 6 e' y- Alit vX /D JQnc?ior ?oZILI ,? t7-c /YJex I ?.orn Cor?c? r- cz?wcr a 7'?e - 3,6paPsi o74 2? ?.o y,; , fYjsR wf ' ?, Cfo /G `{3?a1/ use .s;var ps;? W'!.1, C®Ve/ !d' Wo//, +Qe,?4 / .gar CoeC(ek 3000 p-?t 7 s V x N W CL N . b N O I r . ?n o, m d f+. 0 M m o ' E F 0 0 N O 3050 WINDOW 8 FOUNDATION G WINDOW HUCK MOVE. 2x2 USE I'll RMWIIRK 2 TRIM 1(ILK EDGES D50 INYL WINOUW SSCMDLY ]W BUCK x2 USE FUR OFS INDOW v I ICI VIII II II I 2x6 WINDOW DUCK RCMOVC 2.2 USE Q FORMWORK 1x7. TRIM CAULK EDGES aOSD VINYL WINDOW ASSEMBLY 4040 WINDOW 8' FOUNDATION 4040 WINDOW 9' FOUNDATION UW OVE FOR K DISCS IDCR JINDOW Y 3050 WINDOW 9' FOUNDATION r I? FLOOR ASSEY.RLY'. .0 ' : AasTs IIUV TR a PI xNS rw EpADN?N SC4FRQ SILLS A.7. NU PSJf AB S aN".KOR SPePs OR]9L[EFNY,lR : MIDI, C,,INI F.ID TIONwAL sow _ PII1 SAca R C ] NS 1_14i LO ? BO IW E / >w zee ? uolnmu Nr Ir SuvmF M[ 0 ES S >] o.C se SEMEN- SLee -]oW PS PWtI IL:NURI 6 ML P64V AIOA RCTAINEA (Ir REOVIPEC Ev LIIII :PAL IIYI _r vlASxm PLA I,lne TYPICAL WALL SECTION FULL BRICK NTS RCE:F MILE MBLV. -[NSN[[Ial: nIIUF "IC'C5 _ISp ?n n?Mp / r/Ir ° -C.NNNIIGNK RPFRPS k No ? TC P[M1x5 tOV In`t III I, L$) \ ? y{III AhM C? [ 1E W G PNI: ?` _ _ KK Y?k p=fLi 15 $ ccw \I -W, LI III .c \ u? .wre , '? S i6 e I IPLA 11 A- I ASEMeLY. wAL ??IR'N?am•vw ?® P I NDPIS 7111 P[Al" 10 1 [ AL 'J' IC' 11171-11 SI kTp 11 OSE N ._ NIPS T INcc ? \? ? Q 11 11C<11In5 ! v -.1 111 ono! Rnn IrvSVI An Uu L0._a IN 1.1 xnusl .•/r r T u as RO,e a ?'I- A7I I. TI, ? r .+:u1 / / R-u:r' 1-17 • WALL y:SEMBLY: 1 µwru Xi -B44T. NECK HIRES nS ^ r. nIL E A¢ N+wU0n5, pun AT ING.E R 5 AS NE.4m R4h FL04R FSSEMeLV: z 0 Po1519 ;W n :°ACE _ ous[ rmPP - l xI? iI IIEFE iR PI /1 SL' T6D EFEpIIIING ` c 1C L.mw -0/a' Lys slp cwE D A C 9aeR0 p/16' C. IN SIRIICNIUI r? 'a AEI¢U mcmaesl .CI[ [ILLS - R I 2 I II[SJLA SLUIIFm 1 In p WALLS W IH-:?A ?> 1w; MALLS/ K . it PRrnxp un pi iw ? N , N R AALK -?[s lA ? 0 n°n a ?. n ,ILLS' _ "'I 31 B at NSTRAP6 GoRNEPS r I" In, L la" }I ' Rh ]& 0.. / . . X: - o / P FNGS III R F b at eN ILI....TtOR WAI 13, " ?? %C0.5 tlf[F! W RCF LLiE rM n . : -131 6. - AF JP' AI SOTISR f r fe.?o FCU - FRPRCCFIN p.. ! vs B 49r M• -_ ?/ T O Y ? W ? F ry x } ni IL 1 RI:SQM ALL n5? nII1RCri GONGRCIE F' a imml ?ku m m } [ ay } A p _]CdV IIM(EG C N^RCtC - rv -B' uN ni1 PFnvFT(&bRI':Jltf EtSTN al_2Z. W lPf1EER -6 NIL °CLY VLPOR 0 RY -1 IGALITI I p y Q ?I? . PE. A?J PFP GpvEl E' a l C w u? W10 [ASS w - TYPICAL WALL SECTION Oy BR ICK WRAP Nrrs ?`'k Ir0 N, c R ;: ;; MIMI. N E OF SHIFTS - FO R ??] SLAYEG•VT SIIL[i OC.I l R GN1kAGT fd]Ylk SHI±I I SHE[- OF, 1 GENERAL ANT IURilIVI -Il NOILS 2 LILIILJF,LF SS;?F 1h1h11TPI PIN A M A R K ET JLI UN I IIFT_.TaE,nN?a suEEI 1.n1 ATIO F uNTr1oN PI aN a -1 El Ilex -IE- SIIELT . Lot D0. N1FNT NE HANI?nL PLAA ] ? UU11- I.s _ SIIC[i 2.01 FIRV 1-0F 4RANIK 1-1 4N 6 i-I El RV:ICJ_I iA'71'C_TII:R SIIEET 'J2 SF NV FI OOF F?AIAIYC PLAID 7 _ 11 I III T PIER SHIFI 0.5 _ FRAMING CETA'ILS AND SECll7N'S H H ® M El 71 L' 1 0 1 SHIV 5.01 IA-T "LOOP SU 509.E DR PLAI` 9 ? ? F I MpnT17N SHEET -A 32 f?0N9 FLOOR FimulOON `AK 19 ?I_ F(If1IFH 511FL; 4oi FIRST SIOOF MY,HANICPL %f,N i1 q STEEL E SI n IJ SHEET A 02 SELU NI R Hf Al PI 12 LO /y LU0 EJ I PWU7Efi tiHFII Ii.O1 LS 10 SF IIOIJS OFT , LFTAIL 4,110 POOR III AN 13 % T L7 _ H l SHEEI 5.(12 SE[ Nj AND TETAILS 1J. 1 ?I_ rnRI1FI+I.nS SIIEF' 601 FFONI AHn A4 EIFATlLIS Nf) UTTA1d.Slfi ?? iT811JEIf SHEET 6,02 IDS ELEVATICHS 16 VI, IIELIN SHE1 701 CFPCMLT-ILTOHCIIOHTnCK 17 LAKESIDE PACK ESTATES ?? h 4D 0-.D SHEE 7.a2 DECK o[iruLS Ia ( REISSUE ,2 PER CO REISS!ll 4 PER CC) ?? ELE TFI -AN sHEF ;-5-1 , WALL SE TIOHS 10 # il" _ IJ? IJLH1, SHEET TRUSS LF.TNLS PC HIP1 DIQ1hf I N D IA N A PO L IS I N l IJ Ch7PCT ,mR, q a_Rnrne L 1 _ IJ I] VIN-L LOi)I+INiI ?? FKLCIbOF, IHIM CUSTOMER REVIEW' SET Eli?er,cK -- ? ? sM•?HLE DISTIUUTION I-OR CONSTRUCTION L1111EH V?' ?s _ : -1 S A - w ° REDRAW/REISSUE ISSUE T0: E] D 50 -jFI '; F`o lNa_u, LER (}Q[?/J?T1 ??qe0 5[[ MARKET MANAGER: ---???? ? J 11 1 I I t ?- -??a d OPERATIONS MANAGER:------ p.E 5 00- CONSTRUCTION MANAGER: G¢?v, Q, ? BUILDER: p 4 F? ?Np 0 -? ESTIiMATING: - ¦ CONTRACT SQUARE E00TAGE G? WARRANIY - : ----------- FINISHED L. L. UNI INISHED LIVING AREA BASEMENT 1574 FIVAC RE DF51GN REQUEST Daaftfa Eu Dnd H : ® NO O N S o pp y GARAGI- 671 ® SEE COMMESTS ECLCTI C MME T ! ? ftM C I _ FIRST FLOOR LIVING AREA 7292 COVERED RRGNT SECOND FLOOR PDRCI 11 124 LIVING ARI-A 1520 PATIO LB?i i:IIMP HJI v;1:: 911 N h IN'.IS `II I. :Fun'. CO A4D(1 lPIlD, N OI 8F RFrf1.f- FcR TH" duff. GdE TOLLI:'A&L L=INJa IdA E 1.1i" VA)E. LlklT-.: sNA ,vudoorrs o CH :a,NyNrr rdCLUO C J+/ FhIG?p L(4VLR LC`IFL OPf10PL4; l rs, rfl 2a ILo =02 =tnwo?.r W° w1NDMw?eL s TOOT CIMG-C' - TOTAL COVERED REAR LIVING ARI-A 3817 PORCH CUSTOMER PLAN REVIEW SIGNATURE svuAFE roorACe - IDED A ; vrt. I[ Mm o IF, I n 3ar n -c<s uJl..a J1 I I[I I u 01 WI v1 Ala c SxeJ J IV"••ue [ II ? I A A FNI I Ilern?5-,s / yryW1y? 1 on on??11 ?JVry I? t? and I ?y I f? LI wr yilt 1or nn , 1n VIUy drawings a 1151 fVa aonTrncT sel]cfians will n0 be Included in I 1e Sile soecitic drawings. Z. ITIMEA:- .. ? Ih 61h. liN IA [ (''PI f 1 .vl A_ ,I I 111 ^u I [ l p l I l c H I i I l l --PLAN REM EN CuSTOVE9 3ETHEEf DI SIGN SDL'JIICN: 7,AS9N FOR Nom FICATION'. C NMCNI O: :, .a y p ours. J (_ n n r n„ v y lpfl? 11 a_.[a n; I -:[CCb[CI Ao . 1 INFORMATION 1 IL L x "I -' I I:11 la II'. -11n:. ;1111 IT-l' I AE; nl I4re 1. l.o1'0 lm! ni0( C n _ Ili L 5 AuJL N[: a u'. q _ 9[iOrl ?? '?'?rJ>AEN7$ [I SEE -DMGNSS L % 5. f __ 2 k .5. 1: d. Nvur L % i k -I_... _ -_. _ ._ ... R. % 5. ? Ca hM DmnM 9. 4.R•Ml I L c?lu• .a cusIrI"S DALC _._.. .-_... ___-_ _. . - I FOUNDATION NOTES I MECHANICAL NOTES - ALL FOUNDAIK)N WALLS 10 HE B' THICK TON B'-D' WALL AND 10' THICK WIN 9'-D' WALLS, CAST IN PLACE CONCRETE 3000 PSI MIN. UNLESS CHI NOTED - PROVIDE FOOTER CRAB FILE ON INSIDE AND OUTSIDE OF FODTER 10 SUMP PUMP OR ILA UAYLIGHI. - BASEMENT WINDOW LDCAIK)NS MAY YAW FROM DRAWING DUE TO LET CON91IONS. - 3' GRAN TILE THRU TOUTER AT 10'-U OC. - BACKHLL ADJACENI TO FOUNDATION WALLS SHALL NUT BE PLACED UNTIL THE WAIL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR OR HAS BEEN 5UHIGENILY BRACED TO PREVENT DAMAGE BY THE BACKFILL. - MAXIMUM ASSUMED SOIL BEARING CAPACITY: 3,DOO p,5J. - WATERPROOF FDUNDATION WITH BITUMINOUS SPRAY. - VYHIP:AL CUNIROL JOINTS IN BASEMENI FOUNDATION WALLS - SIANLWRD LOCATION GUIDELINES. 1) PLACE A CONTRCL JOINT IN ALL UNBRACED WALLS OVER 30 111 LENGTH, (NOTE: T WALLS AND CDRNERS COUNT AS A BRACE). 2) WINDOWS THAT ARE LARGER THAN IIIE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JUINI. J) OOWIHOU JOINIS ARE N01 REQUIRED AT EVERY WINDOW THAI IS STANUARD SIZE. 4) IF THERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAT REQUIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF THE WINDOW THAT IS ADJACENT TO THE LONG SIDE OF THE WALL IF THERE IS M( THNV ONE WINDOW IN A WALL THEN ONLY ONE WINDOW SHOULD HAVE A CONTROL. JOINT. 5) DOORS DO NOT SIT CONTROL JOINTS. 6) CONTROL JOINTS SHOULD NOT HE LOCATED WITHIN 3' OF A BEAM PDCKET. 7) CONINDL JOINTS ARE REQUIRED Al THE FIRST AND LAST STEP DOWN AT STEPPED BASEMENT FOUNDATION WALLS- - IKIEF40R FLAIWORK SHALL HAVE A MINIMUM CONCREIE SIRENGIH OF 45OU LBS. - SVOKF DFTFCIORS 10 BE I IOV AND WARD WIRED- PRfMDE BATTERY BACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, THEY ALL SOUND), - ALL CAS APPLIANCES MUST BE INSIALLEU PER MANUFACIURER'S SPECRICAIIONS, - HOLD THE CENTERLINE OF ALL EXTERIOR LIGHT FIXTURES AT 5 B' OFF FINISHED EXTERIOR SURFACE. - A STAIR HANDRAIL, ON ONE SIUE ONLY, SHALL BE CONIINUOS FOR THE ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SHALL DE RETURNED TO A WALL OR POST, THE HNJURAL MAY HE INTERRUPTED AT A NEWEL POST Al A TURN. - HANIIRNLS SHALL HE INSTALLED ON ALL STAIRS Mill J UP MORE RISERS, HANDRAIL HEIGHT SHALL HE A MINIMUM OF 34 inches AND A MAXIMUM OF 38 inchc,, - Al. fANDPAIL GRIP PORTIONS SIAM NOT FXCEED 2 5/8' IN CROSS-SECTIONAL DIMENSION, - KITCHEN BACKSPIASH OUTLETS 10 BE END flAi (WHEN IN THE BACKSPIASH), 37-1/4' FROM TOP Of SIIRROOR TO BOTTOM OF DUX. - CUARDRAILS MUST BE A MINIMUM OF 36 HIGH. GUARDWVLS AI IIIE OPEN SIDES OF STAIRS MUST BE A MINIMUM OF 36' HIGH MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. THE HORIZONIAL SPACING OF THE VLNIICAL HALUSIERS SHALL BF 4' O.C. MAY - THERMOSTAT TO BE 64' OFF OF FLOOR - AT IOWER IEVC, PROVIDE A G' IONG 7x4 WAII. WITH STUDS AT 16' D.C. HELD I' OFF FOUNDATION WALL FOR ELECTRIC AND SFRUCIUREO WIRING PANEL. INSULATE WALL As REQUIRED. - CABINET SIZES MAY VARY WHIZ FULL-OVFRIAY CAOINLTS. - GROUND FAULT CIHCUII INTERRUPTER (GFCI) OUTLETS ID BE INSTALLED PER NEE 2005, SECT. 2103. - PR(MIDL NOSE UIUS CUP UNSION SPEC. SIILLL LXACI LOCATION 10 OF FILED DETERMINED, UNI.FSS OTHFRW15f NOTED ON THE PIANS. FRAMING NOTES I SECTION, DETAILS & ROOF PLAN NOTES - DESIGN LOADS: IMNC, AREAS: 40 p.s,1. LIVE ION) + TO p.s.l. DEAD LOAD = 50 p.s.l. SLEEPING AREA: 3D p.s.f. LIVE LOAD + 10 p.sE. DEAD LOAD = 40 ps.f. ROOF: 20 p ,s 1, HVF I CAO + 20 p.s.I. DEAD LOAD = 40 p.s 1. - All. WA1S TD BE 3 1/2' UNLESS OTHERWISE NOTED. - FRAME ALL BLARING, EXTERIUR KITCHEN, BATH, STAIRWELL, AND GARAGE WALLS AT 16- O.C. ALL 01HER WALLS TO BE FRAMED Al 24' O.C. UNLESS OTHERWISE NOTED. - ALL AUDI BEAMS AND HEADERS TO BE S. PINE 12 NO ACT E-1,10.000 ps.i. c, LVL - ALL WOOD J0615 TO BE S. PINE +2 KO WITH E-I 700,DDD psi, SPAN MUST BE LESS THAN 20', USE HEM FIR IF SPAN IS 20' OR MORE. - ALL LVL's 10 BE AM MIU'RQUAM WITH Fb=2800. Po=285, MOE=1$ Fc=750. - PROVIDE 4-1/2' SOLID BEARING TO FOUNDATION OR BEAM BELOW FOR ALL BEAMS, HEADERS, AND CARDER TRESSES. PROVIDE BLOCKING BETWEEN JOISTS AS REQUIRED, - CHECK SELLCIIONS FOR FLOOR CUVERINGS AI OF AND BOTTOM OF STAIR RISERS AND ADJUST RISER HEIGHT AS NEEDED. - SEE HRLI'LACE LLEVARON UEIWL FUR ADOIIKBTAL FRAMING REVUIREMENES. IF ANY. AND SEE SELECTION SHEET FOR SIZE AND STYLE OF FIREPLACE. - PROVIDE BLOCKING AT ALL HANDRAIL BRACKLTS, IDWEL BARS AND GILEI PAPER HOLDER LOCATIONS. - PROVIDE 2D MIN, IIRL-RAZED DOOR WAII GARAGE AND LMNG AREA - PALL WI GARAGE WALL CAVITIES/ FLOOR JOIST CAVIIIES 3-1/2' TO RECEIVE FULL BATE INSULATION IF HEATING/ PLUMBING ARE PRESENT, FRAMING FOR HVAC CHASE 10 EXILND DAWN 10 GARAGE SNIT. - ALL HLAMNG WALLS ILA HAVE DOUBLE TOP PULE. - A PARTIALLY EXPOSED EXTERIOR WALL , WALL SHEATHING SHOULD CONIINUOUSLY RUN TO BOTTOM OF SUB FLOOR - ALL LUMBER CONIACIING CONCRETE 10 BE PRESSURE IRISILL. - All FASTENERS. HANGERS, AND OTHER L'ONNECIORS ILA BE USED WITH PRESSURE IHLAIEU WOOD ARE 10 HAVE ZMAX COATING (OH EQUIVALENT) HOT-DIPPED GALVANIZED OR STAINLESS STEEL. - ALL EXILHANT WALLS AND INTERIM BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT. SHALL BE FRAMED WITH CONIINUM FULL HEIGHT STUDS 10 THE HIGHEST CEILING (LE NO NTERMED14TE BREAKS) TO PREVENT LATERAL HINGE CONUIIIONS. - AL EXTERIOR SHEATHING TO BE 7/16- WOOD STRUCTURAL PANEL SHEATHING OR EQUNALENT W/ HOU"RAP - GUARDRAIL DESIGN LOAD TO RESIST A MINIMUM OF 200 LHS IATFRA. FORCE. - PRE-ENGNEERED WOOD TRUSSES ® 24' D.C. UNLESS NOTED OTHERWISE. - SEE IRIISS MANUFACTURER'S SHOP DRAWINGS FDA TRUSS LAYOUT AND DESIGN INCLUDING CIROER TRUSSES AND BEAM LOUI]ONS. - ALL GIRDER TRUSSES TO DE 13011ED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS, WHERE REWIRED. - TRUEST" TO BE BRACED AND INSTAII.[D ACCORDING TO MANUFACRIRFR SPECIFICATIONS. - ATLAS" MANUFACTURER'S DIMENSIONS ARE 10 OUTSIDE OF SHEATHING, - ROOF ]BUSS MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS ON "HOP DRAWINGS. - RLRR ILA HIB-91 OF IN (TRUSS I'IAIL 11,511 UIL) FOR SPECIFIC BRACING RECOMMENDATIONS AND RFOUIRFMENTS. - ENGINEERED TRU55 DRAWINGS ALONG W/ HIB-91 ARE 10 BE PROVIDED 10 FIELD BY TRUSS MANUFACTURER PRIOR TO FRfCTQN OF TRUSSES. - PROVIDE A 2x4 LLDCER ILA ACCEPT ROOF SHEAHUNC WHERE A FIRST FLOOR ROOF MELTS THE SIDE OF A SECOND FEDOR, - A SELF-ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE EAVES EDGE TO A POINT AT LEAS] 24' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. - PROVIDE 151 FELT PAPFR UNDER STNIAFS - CONTRACTOR I; RESPONSIBLE FOR PROVDING ALL TEMPORARY SHORING AND BRACING WRING CONSTRUCTION FOR ALL ELEMENTS INCWDING WALLS, JOISTS, TRUSSES COLUMNS, MASONRY AND OTHERS AS REQUIRED. ELEVATION NOTES - WINDOW STYLE AND MULLIONS MAY VARY FROM ELEVATION UEIINDING UPON MANUI'OURER, STYLE, PATTFRN, TYPE, FTC. - FRONT DOOR COACH LIGHTS (IF ANY) TO BE SET AT G-B ABOVE FINISHED SURFACL - GRADE AWAY FROM FOUNDATION WAILS STALL FALL A MINIMUM OF 6' WITHIN THE FIRST 10'. - PROVIDE HOUSE WRAP OVER ENTIRE HOUSE (INCLUDING CABLES). - PROVIDE BRICK WEEP HOLES WITH WEEP CARDS AI JJ' o,c. WILL BRICK VIRLLN. - PROVIDE FLASHING AND WEEP HOLES ABOVE BRICK ANGLE IRONS. - PROVIDE BRICK WALL TIES AT 16'D.c. HORIZONIALY AND VERTICALLY. PROVIUL BRICK WALT. TIES WMIiN 12' OF ANY BRICK OPENINGS AT A MAXIMUM Of 36' o.c. AROUND OPENING: - - PROVIDE TWO LAYERS OF TYVEI IN ALL AREAS OF STONE, REFER ID DETAIL ON SHEET 701 FOR INMAIIATRIN OfTAIIS. - PAD OUT Al. CABLE ENDS (WTIHOT GABLE EXTENSIONS) WAII 1-1x6 WITH THE 1.8 OVER IRE 101' ILA COVER IIIE LN05 OF THE SIDING, WHERE SPECIFIED BY HOUSE AND ELEVAIIDN. - IJSf EXTFRIOt PRDTECTIVE CUR14N ON ALL DIRECT VENT FIREPLACES (IF ANY). slowr. 9LLVIG REAR ELEVATION SCALE: 1/16" = 1'-0' m a `z -R ?p a u'a L=/ 0 `t cs> W J W U m q a N O GO G o Z SHINGLES V ? _ IYA \ I a H %Aitln[ hrdlde. dwg MATERIALS LEGEND ° WDW HD MODEL PRESTON V - C •rqW I? 2 ® '01 TYV ® ?ID PAR CORNER RUN NNri REAR CORNERS iYP p IRrZ tlUP1iU NM Npi _ - / ___ _ I NIxe RA F. /A 4 - DOIIBI.L RAKE [¢B -IRICLE RAKE FRIE?E IWS .1IIDY WINDOWS 412 SMINCLES JAMB IPoM 5/4,10 , RIPPED ® STEAD N,A N/A TOP OF PLATE .. uUn WON' HD KEYSTONE CARAnE WINDOW 'ILL BRICK I<OVhUIK CLtLJLL? JAMS . NL1!J VS ® JAMS M. ,r/4.4 HLYLSl.U RI y -r -c f-l ?1 r--r MNDOW L LIRICK RIJLIJICR 1 ® T YA R NDOW S 511 . I . RRICH RO'M.OLN nrr Tnrvc N/A III` I III` I LI DEa00MWINDON f s I I? JAMU TRIM D/bn4 RECESSED MNUOW HEAD Z-WU IST FLOOR •- r ' ... •.r ?' ' KEY` I L N/A WINDOW SILL BRICK ROWLOCK BaN05?4?7M1S9F;LVG?WINDOW` 1 _ _ Mt LOW D PIIA)I ti ti 1 I 9W RERS w" PFIJEL II _ _ _ - SFORTPORCN __ _ _ _ - - FADSI WJ ARCH U2 IGM2 N/A L, Mt LOW E HLAU 4-13K WINo(W "IL PRICK ROW.OCK _ ---------7 - ?N?SFLeE(?.r$---? r I GAL[ LOUVER L- Et. DUAL D/Di,l 1 I 1 La WR N1J-1AVU0 CcJ M 1 1 BAIC4: RO'ALOCl: ARCH I I I I I I 5TN E KEY 1 1 1 1 1 NTTer noon ' 1 1 1 HEAL 4YYON 104272 ARCH J ( Ih PLASTER 10}011.1 PUNTHIH' BLOCKS L L -r . J 1- 1-11 nRnGE DooR FRONT E ION CEMENT SIDING ADDRESS STONE PLATE oWyEl 1St FLOOR TOP nF FDN WA, TOP OF TF)P CIF FIC. 8 ASElAL rd I Y Q Z cV O "' CD ?o m (n O w Ld J Q:? Q LLJ N o tD c?i N a y n, m v 0 0 H H ?W ` PI O?W 1302 Zr_ _ l Z ,1 4^ ® U O ? ul '- C Vi r LL' c o r 3 S p O V V ? 7) < m T 1' 5 W m ? 1 VI D w y ? N w ¢ w ? m al in o v SIDE ELEVATION SCALE : 1/16" - 1'-C' SIDE ELEVATION SCALE: 1/16" = V-0' m 4 CIA'PH : < e CIA AW 4 DIA AN I II LA SIDE COL . IT GA S,TE L COL 11 GA 511EL CIA, VI 30x.WXlS F6 " _ PI .lvMX15 FTG Cfl AIvoxls EIG; _ _ W8u13 1 W8xl3 I, W8'l3 W8 tl3 1 It y} =i BASEMENT rul bw 4' CU li- LP[1 L'N ? .RPVFI RASE A" MIN < Iv T 10'-2 1/2' 4 UTA A& A AQ 1N-•v' 4 q_AAUL!O_o •' t II GA STEEL tyyDL LW 3^.Nlp%1s(TC S SCUU ULGPIING 11 ca SIECL FT N GA LEL OL ?(iK10%15 FTC fM ]0%JO%IS L , fl` E NOn I WHnl:i _I_ I _. l TO OU WHx15 PoR POINT IOM I l o c = _I - J 2%10 - I _v 1_, F-v e c v I% I W UNDER R[ ' hu vr `---' . COW MN nBD PADS` --? tl !/ - qT FULL OPSCM[Ni 5'-11112 _ - ? ? _ 4pPS w'TH ADOIE L I FDN WALL RAIL PER CODE j - L4 WALL) USE F-1 i v I ! A A U J A D 11 A R L L C 0. " p % ,i p N i 1 F IC ' ? O 5 B-Z I/2 ! 1 -- l W8x15 i I - - ? 4Yrix11 - CJ U1I1)11,4 BIAU I, ,I UNEXCAVAT ED x''11 ,f CRAWL EaL W 'I m s /M' ,521-1 J fi _ A ON -U- USE EAIA I a' GONCRETC N" 3,500 P" OKR t `_? F m0 VAPOR RPAflIEP OVER t N'. N, j Luos[ nuJE ce couPAncD nu 1 L BI OPF SI AR NIN. E" TO I 1/J' p FDN WAIL: KAII IERUP. DROP rCIJ WALL 4ND f n USC F-I IURN SLAB )CM At GARAUL OPENINGS _ 19-5 II _ PSA I I Sx15 T4130VOC15 +DD { _ - uw I`UMP k GRINUBR PHMP:I, till 1 ?? sl ?I I -I +if s I' - ADD 240 BID NG IN THE FIRIT (3) 1ST SPACCG. SIAWIFLD !-4- 01E CENIF AT A O.C. I OR RIC CN IINE 1 LENGTH OF FWNDATIDN I r 'nre?Is J -- 4 DIA AN ` 11 TA STIa Ln aJ MIMMS rrG Ir-e' Pti x ? N S-J BASEMENT FOUNDAZION PLAN SCALE: 1/8" = 11-0' i ?e u 'o z rc V? ?R o? 9'-0' FSMT, WALLS RODUH-IN FULL BATH DNN 3?5 WINDOW W/ CONCRETE WILL 2 TIER ROUCH-IN '.rT BAR BATH !/4 NOTE N,.4 BA51EMEIJT_@Am OPT-1 NS HALF BATH ROUGH - OPT y42h4 NI.L RATH ROUGII - UPI If SLUG FlN SHED HALE PATH - OPT 44310 PWI¢HEO rULL HAITI - UPI N<311 ?- < l W (n ? t- 2 ? L? O L U 8 In C S?$$$ Vl L L? 7 NA ? yyy w r? H Z Y Q Z 04 N0- O (N o C?o cf)•~ O 6-- W J w < LL-l LL = [V Co Co o N e nI W m +nr1 In'QDor A Irt o P, c c F o ?I V OHr7 ® w I-? O ?N 3v/aL rHrvtL rrCIUn1 - IU lu It 12" OC USE 2x4 Al 5!um ?/ Is-u>E INI LIRIUN '()UM HF-AULKS JEI AI G'-8" UNLESS NOThD O1HI It'VIISI: / e J BO TAR 29GO 28G MCC FAMILY ROOM REAR EXTENSION LATERAL DIU.NNG MLn,oD } - / STUD WALL DESIGN DINS STRUCTURE. IS BRACED WERE A COTAKIMMN OF RJR PRFSICRIPiKE RFOINRFAi E45 i -b'12 II Ti MCA! FOR METHOD 3 F.RCITIC (Rfi07.10.3), THE CONTINUOUS STRUCTURAL PANEL SHUMIIIIIG' 4,1y A - - ' ? O 11j 26 JAFK STUD 5 11} 101A MEINVI1 1H6U'1.Rn) THE APA NARROW WALL BIWQNG METHOD. SLCIION RBD2.10.5 AND u2 ? \J /l/ I 3 ,au./ S OEw/ J eD./ 0 OR KING STUDS I IS C.OMPIFBIY SHEATHED ON AIL A MC111U11 5 INRRICR AR1LF0 WAI I. THIS STAIfNFF 'I'Nn11' Y \ .8 AD , a? . 3T8 BINS 3018 nus 3018 ALAS FXIFRIOR SURFACES WITH 24/16 APA RAZED SIHUC.TINAL SHUIHINC AND STALL NE _ ------------------- ------ ------I 1 ,r- ? (1) m" M11K SOLD LASIENED AS PER R502.10.3. w Is=m /e' A (I) 2x4 STUD AI FA[II M WINDOW IAMB $THHCIMWIL LLLMMIS SHALL BE IAS1tNt0 IN ACCORDANCE WILD ABLE 86023 I ARE 6 ? .a 1 ELUXE KITCHEN' IABLF H602.3 (2) OR USVIO ALYUiKA1E A71HOD5 APPROVED BY THE LOCAL BUIDNf "% SEE Slit 7Gak C ONJIJERS' Slll l'E OFPARIMRIT. G FOR fiCtnlLS o crt .?.?-r• NNEAI(F AYI ROOM _ -I a o tD'' G SOME ELLOAVENS AND CPIIUNS REQUIRE OIFLRMJ BRACING IAYOUIP. AIHOWH THE EXACT LOCATION OF 4' PANELS IS NOT GPCCfICD, INK FOLLOWING RULES SHOULD BE _ j_1 ?Jn FAMILY ROOM GPI 2-51CRY (IlLS LA .10-CENILR SPACING SHOULD NOT EXCEED 25'. -THE DISTANCE FROM A CORNER ID HE MILAN EDGE Of THE CIUSFSI PAN41 SFHHI I IT OFJ D 2LH0 A.LARALI F _ e l cns Flatcar,[ v. ROPER ID MANE mrrs D Vr ? 70 NOT FBCEFP 12. FOR NHL SIUE LNIRY GARAGE OPIIONS A DRAG SIRUI WILL BL WSIALLLD 10 FASTEN THE LDP PIATFS Of HIC xAll. OVER lHF C.ARACF. TRICKS IN THE BRACED nA1L AEA 10 IRE CTII OF ORALCD T ULARINIG WALL. W/ S"S m 16' OC DGJRLF TOP PI AV. . - \ / ., DISH FARING ME W/ r i F-- V - STUDS 0 16- a AND x ? ^ / a .? p •. ,EOJELL ILr' Pu1L E LM REAR OF HE PROPOSED SIDE ENTRY DOORS. WERE IS ALLOCA PANELS IT THE NENN BE THE UARADE DOLES IU HKI, 111E LNIHIE 'WALL. WAI I rrI n t2'.2n' anno . " - SUME OF IHE VIII CONGER ROOMS DO NOT NE[] R502.10.5 REOURLMLNIS. AT HE ROOM INFICATFI) IN THE MAPPINGS A OWN. SYRIA SUL HE INSIALLFD DI F61E11 11€ Al OF THE WALL OVER THE WINC0IYS TO ADJACENT III ME AREAS T F R P C4 ^\r-u I z •,. I ._ .` Y4 °' fi ;,,"? \II - •? .D' s'-5 A [4tiU 0 EFS BATH ? L. Ll_ 2-j 7-ID- HICK ? ? 109 s'-u rac Un09 . LA O ES OTHER RQ)MS NJ PANEL 'K.IIIILS WERE I;HNSWERED AEOUAIL BASED 00 SMALLER IRPUTARY AREA, FOR WIND LOAD, O.\ J --- l =z? SINCE PIE FAMLY ROOM WAIT. IS TWO SIORIFS HIGH. IIIF WAIT. SKIDS BRIT BEEN ' ' -AUNDRY r?. '?? ? P4VDR DINING ROOM 1 I L^ r D WT1L KIND DADS (YALE BRAD, 3.1). THE HRAOE DFSICNIO FOR BOTH GRANNY AND H.S. T I D - i-I' - - PANELS ALONG THIS ROOM MEET THE SHEAR WALL REQUIREMENTS OF 111E 70(13 29 da IaC AY ADIgN 2305 3 3 C C . NtIXIQ^ LY - [TA H SEE D24 U2A . . . INIIANAIIONAL BUILIllN CODE. , 1R/IS A , D 5-SH FOR SOSWC CATEGORY A. B OR AIDS LESS THAN 90 UPII. I - ] 4 1 ] 1 ` p i ] . ? W. L i v - ' - ? 1 FOYER o WALI W/ BEaamC E I!--o' - 5 GENERAL AO1C 'PIES n Ic' a PILL i N.5. uP ' O SIIEAUI ALL EXTERION WALL GURYACES WITH 24/16 APA RATED OSO SIRUCNRAL WNL AS DOORL iW PLA GARAGE SUB EN GRADE EARMG WAIL , I 1 ! 2-40P r 16 R + )R 75 / PER Nti@.IUS NEINW 1 CONNECTION', OF AFAf.FO WARS SHAH COMPLY WON RGO7_ID$ '' OREttIOE DRYNnIL cnurvc um WALLS U IOU' D IN a AND WALL IOM Malt . ' z v ) / _y?•„ A •. 1 1 n 1 1 1 2-2068 19- TRANS ./ pRp,rJl_rass DE NNC ONE w ?, s ' F)UNCAWN CONNECDON SHALL COMPLY WITH 84031.6 AND 8602.11 NUINDAUL ] WNLS 10 HE C,ONSIRUGIEU W ACGORLNNa WITH 4404.1. 9 roE saD TO GAUCt DOOR --- _ ?- `• 'F I sm a I w I? E(H?OlC 1C4 ftA 1 SIRUCIUFAL ELLMLNIS SHALL BE FASHIONED IN ACCORDANCE WITH TABLE R602.3 (I) AND tx _ 1 1 I ]nq I 12 w 2-3060 ? I . TUDY 1 MILE R602S (2), OR USING ALTERNATE METHODS APPIDMI) BY THE LOCAL OADNG TERM IMLNI. v r it" . H MOULD _ I IwlUw16 10'-1'SLOPED OR IU 12-Y ILAI I ' ? t • I LATERAL BRACING KEY NOTES 1 VIL TAO WITH RIJ 103 MI 3 C -" ------ O LI RKXILO WNI PANEL IRACED WW P00. COAPLYIIG LATH CONTINUOS SIROMIRAL PANEL S41LVIRIS OCII10D OF to IT - - a 10• POUND R S ©-' A 1 '-?G A602105, ((L'IHGD 7 ROMC6'0 MOTH( I COLUMN UWNNG rl IINM:HI Wkl YPNH OIINPI YIIGI WIIN SIC?IiN NR72.1116. INT. NAARgY WAIT MLIHp7 ID r1YP3 HE 2-:BRA NULLiO LI u WALL PANELS 10 CONPLY WITH WC METHOD 11 MIRRNFDIAIE BRACED WALL V) COMPLY WITH 860210 . . U ' STUD 3 {KFU1.106), `AIL HODUM FLAIL 01 WAIT. 10 TAD .HMS] 07 (1) IOd HAILS 0 EACH 15 STAND,', s'-u Ip. 5-P C12 i-n L/i G-r i/Y 2-11 )la' Q INIERNI LATE HIAC'LD WAIL TO COMP) MINT RFI12.ID.1_I_ WALL PANELS TD COMPLY WITH RED? 103. NFII4IN 5. NAZI. fdIIION FEAR ITT WAIL 70 HAND JIM WITH (<( IQ7 IIAILti AI IACII IA' SNP S IY-1' Iola' I -]' _ SPACING. JOSE PEPPB+DICOIM 10 BRACED WALL LING ROCKING SECALL BE PROVDED UNDER AND 9 EAll{ NEIL'. IOTHL WTII HN BRACED WALL PANEL. 10' READS OI H MAX 7 3/4" RISERS Al M JOINC IN THE NTH' WAIF ONN ITI: CARAGF III ! V NIYGNII THE CAME SHALL HE 'S - ' F FIRST FLOOR PLAN N ANOIIIUN TO NNE NOTING RFUMFIEIIC FASTEITO IO?HER KITH A SIMPSYi hTA21 STRAP I 8" 1' 0' D1CAN ERUI E - SCALE: 1/ ALL END JOINTS IN TOY' PLATE O.ER IHE WINDOWS IIDICkRD SHALL OF rZTECO TOGETHER Am] A © 3 IN ADODOB 10 THE NAUIIG REOOIREMENIS OF TABLE P602 D ' RA ' , , SIN?SON I,STA12 ST E P ' OL Al PAVE BE III MI) 1D SKIS WIN BD NAILS 0 4 NIMIONALLY IN; W'kL SHEAININO ERA SOGa xwu , L MCLS AND 12' D.C. ON INIERNFOKFE SUPPCAIS. A . 5-9 Ia 1 e'-D' l .,-N Iff I P ER LOCAL CODE REQUIREMENTS. PROVIDE In BRACED OIL gPiaa WNq PANEL GDMPaING MEET BE Z003 INTERNATIONAL SOLDIER LADE. SECTION 3'X 3' LANDING 8" BELOW EXISTING FINN5HI:U _i ?i In - 0 (§:7)) Z <L ?? (`.I J U [I T-. az A 7 vJ ?? 0 td A Z crf Z Na ly- 0 • O m W O 0:? J L A-I CL W CV Co o CO Q (V 11 A m ` n L, } Q N V ? tU LL - w w m u N ? o S L v w a w ? QW ? VI O U 3 - W r f u] o °-'zrG E 0 ar- ® ? o ty? =_ c O- O 10" TREADS WITH MAX 7 3/4" FI; 1VRI 1_ :iIUD SPACING: 1VALL PANEL HEIGHT - 11 M 9' USE 2X4 AT 1G" OC 'NAIL PANEL HEIGHT - 10' TO 17 USF. 7X4 AT 12" OC PER I )CAl_ COIIF R=QNIREMENTS, PROVIDE 3'X3' LANDING 8° BELOW EXISIINI; IINISHEf) FLOOR (MAN) W/ STEPS 10 GRADE , AI.S!) PROIVIDE 36" H. HANDRAILS IF 3 OR MORE SIET'S TO GRADE 9'-I° CGILIWE III P11 INTERIOR ROOId HEADERS SET Al r'-B" UNLESS NOTED OIHERNIISC SHADED 19ALLS INDICATES BEARING WALL; WIN STUDS IG° QC AND WI'III DvUBLE TCP PLATE ER I RFD! M 9EE1 2.01 FUR UMN 501f3VC KW ROP11p1M 9'NPG5 IICAOS b 1/4" *F n- e-, vI r? R \1 1? 1`W O e _ If IT-P 1/v' ? ob r Bto 00 1 - „-,, Tti GPI +d OPEN TO OELOW iA Dell e'-?,ri' r-r^ a'-rs' COwIFLITER LOST 6. - L 5 ?69 al-PASS U ,- ,r1 FEW M" ?IJA RAIL C.n, r!_o 1eq ' , J , J 3• I• Al R A-I (1 )h20OM 3 - - V7 R n ? u ; yz ? / ms l`i f 3EDaC10M ? ?? CPT n. i - le'-o I/s' BONUS ROOX GYI 21 4-1" LYG a-. I ? ]?" IIA I° qli I - I r ? I I I l°I I I I I I I I 1 I I w.,2 1^I2 A I I I I :a I a a I I 5 'z a I 13-1 1y2' n'-2: I I l ------ ? -------- I I I I I I li I I I I I I I I I I 7O I I I I I I I I II I I I I I I I I I I I I 1 I I - --- IAUI/ ,4. ,111 _1- SCALE , 1/8" = 1 C. UZ ?R oQ U Z Lr O s W IJi 1 l? q 1 Z Y Z cv ? O cV CD ? J W LLJ LLJ L1 = cV LID o cV ry c ??t1 ?w N a f1 ?r1 0 aasn I?-a, z' lea I/r A IC' OC ANLI N`Illl DOUBLE TOP PLATL NLADER NOTE: AU. HEADERS ARL (7.)7X6 WITH (5)2X4 JACX !ML_';9 N01M OTHF,RWH 2XIO FJ AT 16' DC ROOF TRUSSES AT 21 CC Pf.R TRUSS LM;INEER PROVIDE POIING X FOR POINT LOADS ?l NUmBER OF STUDS RLOUIRM MM DN PLANS POINT LOAD U PROVIDE SOLID BLOCKING TO FOUNDATION s EL11XE k1101EN QR11KIA51 R00V 1 / h II LAUNIOR GAR<GF GROH WIISS FAMILY ROOM =--i?lzx?u= - 1 (1) 1 Li1• X 9 1/1" N.L. -- --_ oINING ROOM I ? i I I I I I I I I I F I I 1 1 I I 1 1 , i I 1-0YLR i I I I I I I I i - - - - - - - - - - - - HEnoEe ', i II II __ a6TAK T auuuo B I ? m ?J m J'r I flA'?/'4 ay V ? 1j< Ir l OWNERN' HA1 9b N.I C. STUCY I 1-7m-, 11001 ET EIERIOR a rsw is bJ •S G cn O ? CC O ? ?r? U 'Eiji 9 ? q L a ? 0 wr L13 d I? .I Z ct? > ° Y Z CV O (4 r Q W/ j? LLJ EJ- w ci o to o [V W `-cyo g c??la `j O o7 s` Ammk a 1-71 G LL v? 10" CC AND Will OOUL;IE TOP PL4TE HEADER NOTE: ALL HEADERS ARE (?j7X5 1•YTH (1)2X4 JACK UNL"SS NGII`.D 0WRWISE 2X10 FJ AT 16' CC ROOF TRUSSES nT 21 DC PER TRUSS ENGINEER PROVIDL POSTIN(, FOR PCINT LOADS NUMBER OF STUDS kLQUIRFFI SHOWN ON PLANS [?I POINT LOAD PROVIDE SOLID BLOCi INC TO FODNDAIlDN' i I I J ff 3 o ll 6 v < O J LLI L1 cn - Fs j U m ? a z ckf 4 Z N ? 0 N? r Q Q U) LLJ W J F- < N c CO r N ? N N 11]? i'2r r? ? u iv w • {V,} CFII.IND MO:INTFn IJ611T FIXTURE \ FQ WN I_ MOUNTED UCHT FIY.TURE RECESSED LIGHT H%iVRE RECESSED LIGHT R%TURL (E'r€.HI ?. o WALL MIL, S1.fIP FIXIUBE W/ N2 of BULHH INHICATEO L? I LVUIBCSCLNI IIXIVHE r, /NO. OF TWEE INDICATLE NA.I. AIOUNTUU FLOOD Llallrs } 11OV. DUI'LCX OUTLCf _ 14' A OVE rLOC,R-TYPICAL =g, 11W. )UR.0 MALT - 1/7 HOT 14' ARO'!E F1,00R-O?IICS- ----------------- - - my WnTF,RPROOF OUTLET LUIXE F CROJNFF&ITT OUTIET it )PTr NCE AB !E FL UR OIFCF NWN 14, I u SINCI POLL swirciI 'L A.Y F, Tvf-IC'AL L, II I +++ THREE NAY SAT 16H. 2 AL I OL-WAL - T ( THFRMOSTAL VU AF .Y. - IvYRAI. - IlU (J) JUM1CIIUN HUx 11UV. 4 6MfAGE Du`ROSAL E%IBILST -AN A& C%RA11ST FAW V.'/ LGHT {-} TELENSIOIN OUTIFT . I POOR RFIA G,I 1 - - ' ? TEI FPHONF OIITI.ET ? II-- I? SMOKF OF7FC.'TDR 41110V. JUNCTION BOA 2 r D _ L ?I ® F'.ECTAICAL PANEL ir i -- FREEZE PRC IECi EU HOSE BIB Ty CARIIVN MONC%IDC UCfCGTUR OTL LAUNDRY - A"Aea CCH MV TLITS AVI) l.'TiHF_5 . R ' hFF ALLE.'A g T I ? ? fT( TOftN iHIF W'F[N OC Lm ONLY GFIIA TYPICAL MOUNTING HEIGHTS: ALL 'JUT9DR. I.ICI ITS - 59' A.F.F. 2 ALL GUI$IUE GARAGE LIUIUS - 1A VFLCx BRACER .1. Al 1. RATHROOM LI3Hr9 - B4" A,Y'.F, ALL RATHR'Q. RFCEPT_ Sc SWITCHES - 44" 4F.F, 3. .%L WTU IEN'GUITLRTCP kFCIPI A ScKILFI - 46- A.F.L. D, KIITCHIEN PHONE - s4' Ad 1 7. KITCHEN PHONE UNDER WALL CAb1A'EIE - 40' A.F.1'. 6. DOOR 01,1 1. - 41" AHDVF_ DOOR THRESHOLD 9. DOOR CI IIMC - E4" Ar I, I0. 9UVA PUMF SINGLE RECEPT. - 48" A r F. 11. EMLRGLNCF 3411cH FUR HVAC - BH` A.F.F. 1. Af KITCHEN LOCATIONS INSTAI,I. U'CU-CAIEO LINES FOR RANCE 7. AT KITCHEN LUUAPIONS WITH MICROWAVE ABOVE RMCE IIJSTAI.I. OFDICATFO IINES 4 M A T i r ]REAKfAST ROOK FAMILY RUOM ??cnrv Iv'e'.25b" I 1 ----------------------- ---------- ---------- DINING ROOM iA u'1•? .u' I I 1 I I I 1 I I I I t I I I 1 I l ---------- S-- M COACH AN ITS FOYER ? Im m I ? LIGHT I II® I A? ORrml F, VN-J UM I I ? I ?? 1 I /1 I ter' I ? / I I I I I r OVAI . `:NI IE 111 fl3T1 KNT 1l:,i'TP itl L%IERIIR POST J3 11 W/ I'l OF0 DRL !5 0 v~ ce 0 < e .. LI_ ? M- W n Z Y. CY_ Z cV O N? O U7?i--? W (D? LLJ I w CJ O N p ?P ? rn?a ? =Lr, f` O ? p fem. C CIO (j)B CEILING MOUNTED IJ Hr FIXTURE b WALL MOUNTED LIGBT FIXTURE RECESSED LICHI FIXIUHE HEILLL"U LJGtlF FXNHL ;LYEEALQ o WALL KITE. STE'IP FIXTURE W/ N0. or FOLDS INGCArEU FLVOR6CLNT FICTVRL W /NO. OF TUDLS MUICATEO WALL NOUNTLD ILOOD LIONTE z& IILA DUPLEX OU1L7 14" ApObC FLOOR-TYPICAL i' LIN rjuwx OuIIFI - 1/V HOT W ABOVE H1WR-M.AI. b 22RV. OUTLET 1,, V\PTERPRGOF OUTLET fr?,T GFOUNEFAULT OUiLEI $,a DISTANCE ABOVE FLOOR : OTHLH IFAN 14" - STNGLE POLE SWIICH: 52' A.E.F. - IYFCAL t4 IHKEE NAY SY ICHI 62 A.II F.- IYF'ICAL T RIEHMOSIAI: GV- AF F - TYI•ICAI. Q JUNCTION BOX :1DV. • GARBAGE OISPDSAL r( j% EXHAUST F0.N /C?), F%HAHBT FAN W/ 1104T $ TELEVISION OuTI EI ® DOOR HE.I.L IS TELEPHONE OUTLET [-A SMOKE DEFECTOR W/110V. JUNCTION BOX .I•r:l..I ELECTRICAL PANLL 'r.IJ NRELLi YHOIIEc ILU HUSE NIH UAROON MONPXIPL DETECTOR Ni] I FS - .LL hoop cam,Ga eNTL?-r?, AM1TJ 5lYITGHE5 Y 44^ Ai!< - ECp400M }Mp1:E pf'EGTOa} INSTAµEe ONL" NICN RCQIIIRCO t3Y TOWNJIIP TYPICAL MOUNTING HEIGHTS: I. ALL CLITSIDE UCHTF - a9" A.FE 'd. ALL oHTSIUC GARAO[ LIUHTS - 14" BEL01 HEADER s. ALL RAILEFOOM DGH15 - J4 A.F F. 4 AIT- RmeRooM RECEPT_ k SWITCHES - IA" hFF. 5 41 KITCHEN EOUxTERTEP REEP1 @ WITOHF5 0" AF.F. L I(IICHEN VIIVNL 54 AFF 7 KIICHEN NONE UNDEH WALL CABINLIS 4U" AJ L IE. tlo OR FELL I1" A90vE DOOR THRESHOLD 9. DOCZ CHIME - y4" A,FF 1H_ SUMP PUMP SJNNI E RFGEFT. - 4y" A F F Il. EIAERGENCV "ITCH FOR IIVAC - 66 " A.T, F. GENERAL NOTE 1. AT I<ImHFN I.GOAPONS IHSTAII- DEUICAICC LINES rw DANCE /. AI HncHEN LOCATIONS WITH MIDROWINE ABOVE RANGE INSTALL DEDICAIED LINES I 1 1 r I 1 I I I II i I J /r - - - - - - - - - - - - V vi 0 Z R' C O n Q (J ? J LLJ U_ ? V ?T U T9 ? ui m O OFT m n7 n Z Y Q Z ?ca- O ?a: r Q ~®H-? pLLJ W J LLJ N cc o N ¢m r: I W U] O, r y, r` ® ?' II L Qr ® F , o o- ?O- _OF PLATES WD 'N FLOOR ' )F PLATE ` IWON ?l FIOf]R Ur Ff)N WALL OF FTC EEEU "B)' "C" AND "D" ,) ML A R N- or IUlf I-NIHd UFIAU, BRICK NOTE- FFFFI7I=NCE FII-.ANS N EL[VATIONS FOR BRICK LOCA HW3 NOTES U p,,pT "RACING Pradde n r med n, of vu ch comer my ,t "o. y LS Oat el ,y J- ,s vW0 wull SM3 'N2LL S %lf d N m 511 height erceede 10 -C slum ID h:' Sid j I- nn 1-!,, .r 2 5 ct 15 o for Relemr P. lolls uuosu nNCHURs h15tu1 112 dimnetn yul vo,dLel Inudelll nnohor holm of c'-o un cantor mot. ai CWu npP Uwd 16 pauyu ygrvonlxed nnohor strops aL 34 on cent,, m . F110m vnnhn, 1o on 11.1.1N.1 rnnl l2 fm,, ,-Ill. -- n (2) per elute, and minunum 8' cmhcdmnnl in cm,ml, nnnhmn In nc innlnlnd pnr mnntnrhlmrn sgnHflcntlens ARPX. VrNUR ': udde Tyrck or ,A ovc: ,,thin, chr,lH, hl,. I' nby,oce Irutslled Code oppmrM golvon'¢ad dick fes vvy 255 zgnarc :en;. PrnvlM 1/Ifi 6rmlll rpwp s of 24" a center nn" Ivmled lmm odi'l" nhevc rlshing Prddde 9oe Mn.g bedenlh Ilrat cows. nb,ve 9mde, ;NF M.VoFS Nunuladmer? moi iluapee designed ,nd ot,O ned by Luse mgimwi uud the IP1. lrotull pei L, om', lopul. Tms dnwln,, with 1,,,[ 1, he mmilnhlc m-ste foI i1,11hon. It IAINS / HANDIIAU / UUAHOH`6 Inleda, stohwnp shall h,re o m dell, ,dth 61 911'. wish n :rlmhnun: of d'-8' heodroum me,emed vovlkrJy Ormi navinj el ill lrcnds. SInI1 ri nnf in ,eeed 7-1/9' 6 height nnr mry mare in,, .)/It pnr Pi_Ait. M'uiiumm head wndIll Is I.' vtus o 31d` nwfng. Nmuimm Lead width oL nbWe6 ii G unndmiln shill he bMno[d of dl ,ln4= with 2 n FloCF1 or 2p" In hdpht Hondrol'o oh,11 hn IocolM of ?n -= ro liyldhl of N (rr:nx d0") mcrosumd vnrtlnnlly Irmm? In, luol0 nl the r19dd 10 1h9 top 11 lie rill. Prndd, minimum 1-1/2 cl¢nr np non Iran in] Io a t. Hundlod "hull nil pmjod more Ihon into stnvw, nr landing Nvodrnns which nro Ocrt o1 gua,drol, 5hn11 he mmind at o minimum height of 31" {;Irux X) U,,e A, of [food, ) ondrolk stmt hare dllmr o ,color pass-necEOn with o diomnter of 1-1/4' to T , p non-NNler rr,, Woo w:.h pe??meler dlmen9ion nl nt Iemt I'_ In,1nl1 gnnndmlla mrnbnun: ]M° high dt ill IWdingS and non,, ehldl crec,d ]G-. Rnlnnlnrf dhoti Ye kslnlled such lhol, fm dlomelel sphve ,,,,L puss hdMam any Iwo Luluxters u no,horn else. 6 i a w a ?J L U F- w v? C U i U 4 ?Y7 T m m? D i=R R moo;. 6 Nao ? R1 a°B a ?ar [ Z9 4E n L E o C] A R Z O V / Li y A O W ? ti r, CC Ui? CJ G V'rh `/{? after o t_ n C I'I.11 (-7 ?71^,AI BUILDING SECTION THRU FAMILY Rf;OM/ DINING ROOM - BASE HOUSE SCALE 2-PLY Ifi" LYL 1ni e4AN ? z,III RAFli 14',l BOTTOM OF RIpGE SEAM 1s ??Io BONUS ROOM _ zeln's d tfi O.C. ©ii-Ill NG SECTION THRU Dl ONUS ROOM SCALE: GARAGE ROOM ?a LAIN, I'QUl' \ TRUSSES A,r Z4 'QC FEARING GEDRG`OM C LAUNDRY 1NIC II BE©ROOMI 4 ELEVA I ION bI Ol E: REFERENCE PLANS & ELEVA11U14S KITCHEN FOR ENTRY DETAILS BRIG NOTE: RFFFRFNi-E PLANS R ELEVATIONS FUR Bh°IGU. LOCA-PIONS NOTES ccRlol UfWirlc Rudde curl bracing oL eo. emm?r and a, e ry 25 tr et of enel'nnnna shod wall RASLMLN1 P OF F Hp stun well. srsTY M a i s l u d ' N AL..mi 10-0 rludr a ha 2:4 a: 12 on Wenld, pr at IT' to eimu pluimten[er M'ollu hNCN065 .:nil I/i" don't, qd i . m,d,rl cr in halls al 6-0" un runty m rode npryounl Iii gauge ,iuJ undid, ii at S6" m center mos. Elmer anchor to ha I'Leed ,rax 12 from ro n hod, (2) per plale, and minion, 1 e,Nedamd 61 mr;eEl, Amore Io ho lnetviJil per rnunufuulururo n urlcr iaml. ?-Ih '&i P,e,da J,id, , egad al,, valedm shaolhl„g, Now I' or,... rolalled Cads arpms-d gnl toilld uimh I- rGT21G ryi Iaet. peavide S/IS diameter neap I dc5 at 24 on center no, i In 11,Jmldy ware IlasM1lrg. Prorode IIueLLry bereol6 r, i. ounce ni yrode- dppr IKUSSLS 4-kclurei5 mot aoworS deeiy,d uuI acrll(ed by er,ymeer oral the T 1, m,tel per Ln,hre, s 'o,,L. 1„I> dureinys with IupIC, It he owdohle ri fw ulepm11d, 5TmR5 / MANOnnILS / cvzrm,,Ali F,i iijit ye thull here , i,nuiri dear width ul '5with r at a -C M1eala red wrdmlly iron, rr.?nsing IT all V,oda. smh rhes not to csed ]-314" is. h ,,ht nor vary ma,g ldcn 3/5" 1 rlghl. Millman. (recd i , 17 pm3 a J(9 naeiny uirim um trend width at winder is 6"_ tinndmiln shell he lonlollcd It nil stab, iaLt 2 or .LllI o, 20" in ImighL Ilandmin ohnll no faraldd ul o huiyld of X [naa 38") Iii e lini o,? rIn, nano. 01 ma wean m It, mp al me Ind Pcrdda minim,, derv npron -1/ ,ak 1r o-ou rid .. Han are man " 1n1h ndmd shall nd1 Vm m or -, udy y. land at whiat al, are w 1ort of ,,,di seeall ( ic hn Ira1A at c m n mlim Ysghr or ]i Ida. 31 °) m,a1a nrring If herds. umdraas shall how. elm, n drewor ¢ s-eeeL'4n n,Ih u To,neter nt 1-I/4" m Y ,,n,,-.Ilion whir, pe,imal¢r d'.npaAOn p1 0l wri 4. r? a I` 5 Fa 8= O T-l ?C ) USA r =aa m m9 v ^ v ? mg u moo: N IG vY n RED 0 ?u z? O 1-- 0 U, O y N ®U W Na V)J ?I Q ?Z11 O ¢n W a 0 I? rn BUILDING SECTION THPU KITCHEN/ GARAGE - BASE HOUSE MFRS FUGE Tr4SSES AT 2X'UC JICi'I?IM1G SICI9? - -------------- SIELLINT - E31CaI-EJ. HCI[S6'4 CC 11 1, SCI '.L LIN15?E NCPILA\WILY U'VDII3PLY, b ID - 'rlI Iill 9 i2' C. klF %ALL 9iC I0. 55 p A e+8. CI S" O.C. nfrLUrvO P3NInC _ FICK VR+LLr'. 31yNC BR Ct 5111. j Z.?nI I NC1_ 'IIP,13'uHVhllphti u:?..1cz_ ` c <I ALL EHICk V'.ISA A'O1,1'I:8'I _ ;RPLI)CL - SIL?Ih IINi LL'o1IN,'2' , l4iLl'IIJI.[S _b'M'un-?_? OPIPF`'CCi: ?? ? - _ _ - 112 ?i 011 °JBP Sir IouJL, _'Ld 1:',1Y J ?-Fi.N Ni:PNI! ,111595 Imo''-il;j );:1 /2'tiPSlrv BNO l K f,a. SHF C PLPCIIY -Q p y0 I] )DIUS TYP. HICK WRAP WITH 2ND FLOOR CANTILEVER WALL SECTION SCa (: 1 J2" = I'D" - G.Wnm ryyi ?aCflp IF'J'iS Ili hr "ll-1- li'IHINI; ?IIIC:- - ('; 2 S`1;A119AC TYP. FRAME WRAP WALL SECTION Su: f„ 1 /2" _ !'D" 'i rn PEP r1s \1.19,• !(? pJ B ifs r:11IMAM k . D II;?II II% PI4 dlf Bodo ! PEP FUN V q a K? ?N ?V ?m n? 0 rt: 0 n w J J e ?J W V) T ?2F ? N mr d L-? n ?o"c m ? ?+d2 m iF9 o Owe Q ?- a U) 111 of a_ B O c? ? v;cor Q Q i0 Ian o a, c? ® u' a h Hn c ?o- DAWN NP ONI POI 6u IICR (rrnl 16 1 5 PDT iCNI5 EpUPLLY EPAOLE F-1 O n lo.u w ^ SLOPE 4-U-, in V 10P. 12 10'. 12 A 10.12 10 t? ?S? SLOPE' ELEVATION C SIPARATC PLOFA 1191 7/15' GEN F11E3>r11NC FOa AIIIC VFN111 nTICM FRIA11RHEENTF I FLOOR ASSEMBLY- -2A9 er 200 JO'STS (RF,FE.P TO PI. AN•S FOR SFACeNC) -5/ti' TEC SHEAIBL4C UI.UEV AND SFRE.WEn SILLS -`%q P.T. $IL. -SMPSON .MAR 15 ANCHOR STRAPS eT AF" O.C. AND 12 F'R(Tv CORNERS OR SILL ENDS FOIINDATION WALLS, -3DUO PSI POURED CONCRETE -(EJ 9, D-BAH TOP AND 901TOM -UAMF/.A II: RPROCIING AS KLURINLR Hy MUNICIPALITY -PROVIDE WYEI' HULLS AT 33 QC. ROOFASSEMULY -FNC,NFF,RF.n ROPIR TRIISSFS er -?uN VEN IIVNAL RA IERS (SLL PLANS FOR IYPk AND 6IZL) /1r° s R 11L oue R.LI -.110°UNIIE SIIINGLFS WALL ASSEMBLY. -DRICK 'I+:EP HOLF5 AT 13'O.C. AISOV ALL WNDOws, AND AT ANCrLF IPOI;S AS RECUIREn -4" N'CMINr-I. RRIC, -I" AIR SPACE -TYVEN NCIlSF WRAP 1/2'INRUTA7Fn SHEATHING 3AARD p/IR- nRl IN RTEVnTIJRm_ LOOATIONS) -R-Il KRAFT SACK RATT INSULATION IN 2.4 WALLS (R-19 IN 2,6 WALLS) ,1/2" DRIVIAEL It, -.j _j FOOTINGS -SOON PSI I11 CGNGRETE BASEMENT SLAEID „j -JU- Wry E UL7T, - P51 POUR[D 4RETtRPE -p' mw OLPTII -5 RE M M11 HIY VAPOR RLTER .ERIMCTER DFAMAGE 515TEM ;IF REOEOUiOUIRLV 5Y CIRAV IPRNALI? ) d" WASHED PLA G@I,VkL TYP AL \A/ALL SECTION 1-?!LI_ ? RIi,K a-11 LATE IN11L. KRAI7 LKLL- I/EPENN GRtiwAI I. 150 1CL1 LPILI'AfAA91l NPI IILS II-?1> IrvsuLAIRIN \ -GNP EIICE 1. LETTEN I1RAER 9LXKINC -HN61.111, 9EFLT w/ SCREENED VEN15 t F-IE1£ _AME YE FLAY OR ERE 'ER - FISUL/SINN KARL 'ACE -1- Ali M' IONIKALYBPoCK \ _LI' 'R E1 AS R-ORrtEU -IP-11 EA N$VLPI ON -WEN FLWO JXI V' m 11o nllN r '. m 29' O.A FUR AZn ILL W`-'w GUARD 0 R U ii ?K V4 C t w Lr in U8N a C '. 8 m ..mom m L w a Wig: ? Nos 0 l0 a_" E C'-0g f ??t ? ?Eq Q 0 u6 Al. z 0 ?? , lJ / W Of IL I ? O y r- olio w -D O ?Lr 6 N h r ® v t- c I1 M O O LV r e o o c, r p 1' V- r lll V v D' PI In Ire ow UI Z y n S U ^ rc I p v n m OL lxa WALL WALL SHEATHING 000110 WINDOW 5/4 7pIM pN $HEA-MIND CAULK ALL JOINTS AIRSP,ACF HKI(:K VFNTEI, 0 n K? xr a °u4 Z L?_I C.] a C?= m _m@ n mgr N N CC??°s m Gb° l9 E A L ? D bus -RA I I I :) I I1L"Cf SSLL1 wIN?ow TRIM A L BRICK SCALE NTS S ? OPTIONAL DINING ROOM '[PAY CEILING SCALE Nis I ENHANCED HEAD Kr DETAIL -CA?lL) OPENING NICHE D EDGC,P )OQ vv/ GASINr, REL!)'N 3/4" lx4 w/ ROUTED Ef)CE 2 3/4" C z 0 cn W fy CL 0 W w v?r 0 21I II E u o 0 ?o- u? 0 d O n ?- N ? Y n il 4 w CD W ul o U ?J l? iJ l? i ?jl ?I l? Iv o? C O z rir mm Z m m a n ti v? r? r n li. CYP IGEr 200' T, 4 ENAR3 4COV61lC•P 4LL RIGHTS RE RIE ISSUED rOR: BID rr 4: za,a3 Drees PRESTON V 13.7 PF V?sioW nem=ins HO 141Esw - ?Tekcom Drive, S:;ife 20D gdianap^II5, IN 46278 L3171 357-7MC 9 orarus s..ppoee sy. DET DraltMasters, Inc. ?,IL' 6 Compmer Wises oesi?n servmes ?cae we,wm.a. o wn, a+?o. moos r?*lu»?ai I - ?J, Ile J c ti vU W -- x a rnen ?+ CDT m? «? m o v 7 70 m cf) ®-q O z C qu 0 ?3z u 6° 61 - a 5 ti. '-' ?S? N apy n a x" ? m -=N a c?_ m sin I fTl -I I- vi I?l O O A FJ F9 5-?n w i ___ i - - - - - - - - - - - - - - - w l? DIWLNgI0N9 SHO'MI ARE ROUGH STUD TO S1UD I I V^I ?I DOUBLE 10 APRON I L TOP OF WALL I I FOR COUNTER GRACING I COVER w/ TOE KICK m - Irlu 54 I/2° 111611 4Al.0 . III a/ ADD ]/a' IH ul III IIARIDNUUD I'LOOR ? Ifl III w ?I I I =As 7 7 DIAL, WALL w/ CELUXE/GOURMET KlICHEN OPTIONS KITCHEN FRAMING PLAN SCALE: 1/4" _ '1'-0' O 1 SHELF O OPTIONAL cl 7.1x48 Cou NTERTOP n STANDARD LAUNDRY ROOM ?X rw W? {)0415 Bx• BI5 DIMENSIONS DH O'+I# ???? ARE HIT'HPU LIE" MI ID DRYWALL P - ? ? HIP R" FII1fB 0 DOUBLE 43 APROIJ Ilu 44' iJP OF WALL III FOR COUNIFR I1HM:ItiO III COVEN w/ TOE KI,^,K I N 1 I III III III ? III 11970 Wenaz Tw1na? HICHEN PLAN - STANDARD TCALe. 1/4" = 1'-O' i II III I III x? -RIP h' RLLFR I := I3 F_ NIPRII:F kA VJII ,?' ??? m SPACE B24 3 wic?a?% n'assc M2142 -5 1/24 SLAND COUNTER DIMENSIONS V_.1G CPT. i ,128d v n K? T? o? a LJ L ? t U J U Sa 5"S m ?r 9 (n v ? ag d Ya'? y° NmE N CcCy_, ? YmX l0 n9 m rE.: z O? W n 0 1 ? {//yy' `JW a?mrJ ?iV ? c'n?n ry l rM o = ® V60 m ? rl nn H ti DPI #3_C55 DFA GN GALLERY' DOUBLE Ix3 APRON w TOP OF WAI.I. m FOR COUNIIR HRACINB --? ill COVER w/ TOE KICK IN 1 III \ III III III S QO I ti HLI IH I? RF F RI IS RATOR SPACE B12 AP]D UD15 W3D97 N'1!V42 ?` - W.f!12471 - W 112,6 KITCHEN PLAN - OPT x{2751 DCLUXE SCALE, 1/4" = 1'-0' W1673G Iv O, iOj I? - - , 4 I? x O DD415 D1V fil$ ? Q Gly?a, % DIIACNSIONS SHO'MV 1' FILL ARE FINISHF0 MIMIL ID DRYWALL RIP U" RLLIR AN736 'WL6/.1G II? 80415 D9 \\ PC rr DIMGJSIO4' DAN ARE FINISHFO T IMMALL IU DRYWAII - , RIP 6' HII Ili DOUBLE Ix3 APRON ® TOP OF 'HALL III FOR COUNTER BRACING - COVER w/ i0C KICK I lil 1 S ®$ R 'c ? ii II li 1 t? ? I I .I. IIIIER `P+ B12 - XIFRIGFR 1108 'Z ADJO DU15 SPACE - - - - wJD<z WI542 ? W.W7ni4 w Yll2`6 ? KITCHEN PLAN - OPT. 42752 GOURMET SCALE, 1/4„ - 11_o. A 0 i x k: a ryTI f¢ O? V (-) lr 0 n W N UJ Z rJ J ? C?3 D N? m y a? N (Q vs 0 ? u°O g ?R z OL 4 cf) III Qo? El- 0 o ? H ?P G? ? Mt WC) ? VI E U00 N Crv'1 Apr.. ? n l c I-. ?u1 M ? ? \ ? ;roa=n V Tr IFDMTAI 0°T. YK0 0 -- 0 NALL 2 2<'IbV'II POWI)FR SCALE f /¢" 1'-C' PLA7ORM IIRa6 PPI? lR3 4ALI ACiNERS oPJEN 7GN5 5uwrly MC 800011 sruo ro nuo 2 S OVYNLI< S BATH SCAI_F. 114." = 1'-0' ua CU) r Z U m L\ 6 ma a m ? m^ n dM mti? 0 0?. z 0 ?-® w OPTIONAL COMPUTER LOFT SCALE: 1114" = D d D BC2W ocznae I3c49ny ecaaae bUW rm:i71 IDI)RwI llID112 rom[e I1Vt15r OUVtfi21 STANDARD HALL BATH 5l.A1 E: 1/4' = 1'-0' OPTIONAL HALL BATH SCALL 1/%' = V 0' ADDED w/ OPTIONAL JACK AND JILI -1U11 OPTICNAL JACK AND JII_I. RATI-I SCAI_L. 1/4" I, j ?n N 6 ? lV ? G v i? nom ® 1 v z r', r -°u I C ??In-a URm JOIST _ N ' --P.1. 2?4'LL R WITH 5(9"4 A, T x4 SILL R III 5JC'P MCI TOR BCLLS ANTI R SIMFSOrI OR L4NIS WITH BP518 SKI AI Z .c4 SID AT G2' .c+ TURIN 17 UI FND WWI ONEVIL SEALER 12' or LARD wall LL SEALER (2) fa REA4R 4 REHM ?CDNCRDL (B" IIIICK) ?CONCRETE )IC' HACK) aVIIllIM PAPER KI M1 III JB ILIFNG PAPER BDNO NOW OR TURN UP VAPOR HURTER ?-_IIM "No DR TURN UP NAPWI Roe FOR BOND SEEMED ?Y FDA POND MAKER ' CHAIN THE o oom / \ 'ANCHOR DOLT AND 41 DE [PART FAR THR ' I ' ' IING 9 IGY O.C. CRETE (i THI:M1'.1 ANCIO PLA11 ? V.I. -SILL 2 U 0 CED DO fU01NG 0 16 C 6,C -CCNCLUE (4' TICK) 1 ° - F'UUNLWIION 44i f4-AR WASHER CRAVEL P ' 4-RAIN ,LEE IPDIAAIH THE DETAIL. 4• Um Ale - ---'- - -4' f1RNN N TEE 8' FRAME WRAP FOUNDATION TYP 1'U° SCARF: ,• = TYP. 9' FRAME WRAP FOUNDATION . WITII PERPENDICULAR FLOOR JOISTS -CDNI ART WARD c' WITH 7 PERPENDICULAR FLOOR JOISTS P., DELL D, ( - 11T. SCALE: 112" - 1'0 O0I7 COT' SCALE: 1/2' = I'D' ANCHOR DOLT AND ANCHOR PIAIE -LOCKING NNPSUU qu -NAB HlAkll -51 PSOH Ass B [KIT BLOCKING BNB TAP 01 RIMI'SOR 435 ID SAL K ANOHDN BOLT NNE WA;RUR NNE SAE R AR r::2___r'm HAD (DETAIL C4>SCALE; _ RDA D xtm v y -Pi. 1x6 SITE R WARN 5/8"1 ANCIVJB SECT OM SXT AT 32' INIJS WITH SITS' O H7 CONE RAND HEARD ' 2 CON]. BAND BOARD NORTH BLLCIJIIL 1' TO GCII DOE F 0 I IS' \ rvYllln 2' I I No NU I FACT 10 EACH SIDE FULL DEPTH BLOCKING 4 SCALE: I' = I'D" ULL TDB NAILS NAFIS IT 1H EN:H WAF + (2) 14 OF ANCHOR P9L1 WIN (4) 1m W4L5 OF ANCHOR BOLE W-H )Q ni , AN N PAN BIDDER, AND III JOG[ ?NNT D" mm ' MST / v ??CDCKING, GEL NOTE -ANWR DOLT AND / ? WHYM:IIII UNNTV6Ak DW'NHLL N ANCHOR FIAT I ' ? ' _`T GILL Q / ? ttFARANCf 2 . FOUNDATION -E,T. 214 5111. 1 ALI 5/8'A INN A _ ?? ,T 2x4 SELL k ARE 5/6'0 - ]'4 Bub 0 18' u. FPCH #AT + (2) 14 ANCI OR no L1$ WEN BIWSGN ANCHOR BTYvTS ONI 9BFSC4i FIAS TOP, BODLF, HARD IIIJTIOM III SIT AT 32' ac+ BPB/B SKI AT 32' D.e. + ' WITEM IS" UP END WNL •? DN SLL SEALER ADD qNB LY RE UIRED A OF CND WALL WITHIN 12 ?IN? SILL SLNkN ON Q _(2j 14 REHAB WHEN FOUNDAUGH WALL IS l1) f4 Rl ' 75-G' LONE AM MEWED III PARS B 18 oc. EASE! WI + ('J) 14 Lwrs un, ulD1Hl, nko MEt f)M 4 CONCRETE [S. BULK) DETAIL - HICK) ---CUIILIIY TAPER OCND PBEAN DR NRN UP 1LBIIIC PI MIR) RETAY 1 i I E BOND TRrypk VAPOR LARRICR FOR BOND BREAKER D R NRN UP VAPOR BANRAR ?J SCALE: 1" = 1'D" OR WRIER LLWB,NCE FOR BOND mrAM CR THRDHGH 3 DRAM 111 F : UCH -HLNI 14 FAILS D 4H' oc H . FOOBNG 0 IB')' CO. L 4" DRAIN TILE R (2) f4 HAIL UNNTAN 3' CIfN+I - T 10' 7 { . PROUD BanOH WASBE41 GWIVEI . .' A' HEWN (III. _ --- q BRAN BAD TYP. 8' FRAME WRAP FOUNDATION (Et-?WITH PARALLEL FLOOR JOISTS DI-1 SCALE: I/2" = 1'O" WASHED GRAVEL- - - " 4' CRkN TILE ° - .. 4' PAiNN 79P. TYP. 9' FRAME WRAP FOUNDATION D WITH PARALLEL FLOOR JOISTS ?1_ SCALE: 1/2' = 1'O" TYP. 10' FRAME WRAP FOUNDATION r?-?WITH PERPENDICULAR FLOOR JOISTS PL"I SCALE! I/2' = 1'D" HAND BOARD SILL K E IMP?J3N' ATd PLUCKING FARM PIAIL AND FIFTH 001 BIWGNC -SIVPPON AT5 SEL C?_ TI N ' SCALE: 1" - I'D" -- cRtt. HAND ULAHD / ??.? ? eLaKINc `? _? SNAPSCN A3S 9 EACH BLOCKING, FIND r _ Ian ar 9gPY,IN A35 TD SILL R NICIIDT 60Li AND ANCHOR FLAIL ` >> ?`' Pl. SLL R 1 Eoun'Danori ",4 DETJ AIL 4-LL DEPTH BLOCKNG 4' 10 GV;I! SIIX OF ANCHOR OFF WITH (4) IW WAS --P.1. 111 SRI t RICH 5/8'0 ANCHOR BOLTS WIHT COURA 7N OP518 cAT AT 327 + 'BIRIIN 12' Of END WALL f4 BARS H IN' n, III WAY 4 (2) it i - NABS EDP, MIDDLE AND HOIT011 ? _ _ OBPACTIB GRAM M iHU:KHILL 7' 1 I IT 1 7' CLEARANCE GAP; 0 IB' Da PRIOR WAY + (2) 14 IG TOP, MOUNT, a BOTEDRA )! DART ® 15' o c EVIL WAT 4 (7) 14 HORS TOP. VAILL, AND WHOM MINOR PAPER RCN) DRENK CR ILRH UP VAPOR TARFIR FOR ITCH) BREMER -' I:LLANAVCL -HIGHS YA RARE 4? 48' oz OILNN TRL 11) 04 BARS. BAHRAIN 3' CILV'WNCL Al DOTTW. TYP. 10' FRAME WRAP FOUNDA'T'ION F"\ WITH PARALLEL FLOOR JOISTS KJl SCALE'. I%/' = 1'0 , __1 1 :rASI P.A. 2A SILL R WITH 5/9'W ANCHOR D0.7S WITH GNI`.AN BP5/8 SKI AT 32' o.c. R WARN 12 OF END WAIL IN 5111 SININ {2) 14 REEAK CONCRETE (B' THICK) -RUIDING PAPER FM HRM OR TURN UP VAPOR HARMER FOR BOND DELIVER 3' ORION OIL[ III I FOOTING 0 100' O.C. -CONCRETE (4' THICK) WASHED GMVEL? 4' IRAN IIIE - ---- - 4' fNfNN ITT TYP. 8' BRICK WRAP FOUNDATION -\WITH PERPENDICULAR FLOOR JOISTS 1.y5CAlE: 1/2' = CO' CON. HAND ROOD 'FULL DEPTH BLOCKING 4' 10 EACH SIDE 01 ANCHOR ME WITH (4) IN WLti '-P.1. 20 SILL R WIN 5/0 ^ ANCHOR BOLTS WITH SIMP ON BP5/8 SKI AT 32' on 4 WITHIN 12' B ENO WALL ON SKI SFAFR (2) 14 R®1A 9 _-CONCRETE (8' THICK) ° a IRUINP PAV1:N NINI1 III OR TURN UP VAPOR MAIBLA FOR BIA BRMNFR J?AOUOIi WASHED ORA L b 4' DRAIN TELZ ---- - 1' DRAIN TLC TYP. 8' BRICK WRAP FOUNDATION ?e? WITH PARALLEL FLOOR JOISTS O?J SCAL F.: 1/7" = 1'0" -RIM ONO \ ANCHOR BLU[] AND ANCHOR PULE P.I. SEE R fWNAHAN SE;J4 PAR , DETAIL - - JOIST P.T. 24 SNL R THIN 5/B'6 ANCHOR THIS WITH SMPSON BPS/B SKI AT 37' on + WRIIN 12' Of ENO WALL ON 9LL SEALER {2) 14 REHAB -CONCRETE (10' INEI -BUILDING PAPER DOA OREM OR TURN UP VAPOR MRRIER FOR NO BREAIN -d OWN TLE THROUGH FOOTING 0 ID'O' D.C. -CONCRETE (4- TACK) WASHED GRAVEL- -'-IC;' " AOSECTION SCALE: I" = 1'0' 4 MEIN IILE Y ----- - 4' CHO TILE R WAKE R TYP. 9' BRICK WRAP FOUNDA'T'ION A35 WITH PERPENDICULAR FLOOR JOISTS 'U2' SCALE: 112" = I'D- 3011 AND iAFF A35 i CON. RIM BOAR ?BLOCNNG, SCE NOIE'a' ANCHOR Ell AND ' ?ANCNUN NAIL 1. 9LL R p t DUNMIICN \ ` / ~2 VIII. `~-14 RAR tglF 'u BLOO C ONLY RiTICI WHEN FOUNDATION Will 6 Js'-a' LONG AND HE BRACED DETAIL CJ/SCALE: 1' = 1'D" q FULL DEPTH BLOCKING 4' TO EACH 9DF OF ANCHOR MOLT WITH (4) IOd NUS P.1. 2.6 9LL R WRIT 5/8'1 ANCHOR / CON. BAND BMfN FOIL DEPTH BLOCKING 4' TO GOI SIDE BM IS WIN SIRPSON BPS/8 51(1 Al 32 Of ANCHOR DOLT WI (4) IOd MIS \ 4 VIPER 17' OF END WA I - n ' DK'I _ -14 MRS 0 18 oc. EACH WAY N (2) 14 1 BARS TOP, MI AND EDITOR COMPNItU CMNIIIAR BACKFu c A * / y Z CLEARANCE PI. 244 AL R WITH 5/8'0 _ - 14 MRS 0 18' o.N. EACH WAY 4 (2) 11 ANCHOR DOLTS WITH SIwSON ' - AND NOTION DADS TOP, MIDOF 8115/8 W AT 32 D.C. 4 , ' THEIR 12 Of ENO WALL ° ON SILL SUIIII -(2) 14 PIMR 14 MRS 0 IN' ,, 1ACH WAY f (2) 14 HORS ICY, MIUOL, AND BOTTOM ' CONCRM (10 RICK) -BUILDING PARR BOND DATA OR TURN UP - ° Of I MRS PARER "" BREAK OR IUAN UP 'OR BAMICR VAPOR BARRIER FOR FUND III FOR POND BfiARER -3' OFAAANCC ' 3' DVA N Ill f 11&OJCH BFNI 14 MRS 0 W v, - fOODNO 0 1D'0 ' O.C. ° WIMMRLEF (4' TACK) 4" DRAIN TI LE 4" DR41N 71LC -(2) 14 MRS, MANTNN 3 CLEARANCE W'ASHIO GRAVEL-- J }? r - 4' DRAIN 111E '- ' ° - --- 'LJ• ORMI I If TYP. 9' BRICK WRAP FOUNDATION X01 WITH PARALLEL FLOOR JOISTS A 1'SCALE: 1/Z" = 1'0" N1 BMNU R AL5 PULE AND DOLE A35 nSECTION USCALE: 1" = 1'0 ?CONI. MRI REGARD f \ SINPSDN 135 0 EACH BLOCKING BM TAB Or SIMPSON A35 70 9LL R ANCHOR BOLE AND ANCHON PUII: -P.. 9LL R -FWNO4ION X'141 BAR DETAIL (")SCALE: I' = 1'0' T 10' FROM mov TYP. 10' BRICK WRAP FOUNDATION rE1 WITH PARALLEL FLOOR JOISTS )L SCALE_ 1/z" - 1'0" _ ANCHOR D(KI AND ANCHOR PLATE tIOUNAAIDN °i 14 BAD DETAIL 3 SCALE: 1' = CO° ARM BOARD T '-DASI `P.i. 2.6 9LL R WON S/B'N ANCHOR BOLTS WP4 SIMISW EP5/8 SKI AT 37' + WRIMN 12' OF END WALL 14 MRS 0 18' ac. EACH WAY 1 (2) 14 BARS NP, MIDDLE. AND BOTTOM -COMP" CRANIIIA HN:RIIIL Z CIUPINCE 14 BARS 0 18' 9.4. (ACHE WAY + (2) 14 8U5 TOP, MIDDLE, AND BOTTOM 4 14 BARS 0 18' o.c. EACH RAY + (2) If BUTS TOP, BDOIF, AN) NOTION ----4N.0.INK0 PARR BOND BREAK OR TURN UP VAPOR WIRIER FOR BOND BREAKER 3' CIFAWNCC -- - - -BET 14 BARS 0 48' D.C. 4' DRAIN FILE (7) 14 PAIRS, MAINTAIN 3' CLEARANCE 7' 10" ERON BOTTOM D' TYP. 10' BRICK WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS SCALE: 1/2" = 1'0' 4 KHOO INN GARAGE DOOR CJPAGC SLAB GARAGE FRAME WRAP BRICK WRAP FOUNDATION DROP (? / 1 GARAGE DOOR DETAIL I'2 SCALE: 112' = 1'-01 111111 WIM1.rtLIL IIVM1M1 ]ILLL W1111 2'-0' EACH SIDE) VINYL WINDOW IN FOUNDATION SCALE: 1/4" L-1' (DK,i, I for etmt) IT. 11r4 TRIM (RIPPED) AT 90E6 a•+D TOP T _ OTEO !a4 P SM I PLAN VIEW `y( 5 1A? I (2) 11 REM - (,1) 14 NE?W 1-1/2' MINWLM STUL -'- ` " COVLI+.IGE WITH CONCRETE 2 P (TURN STEEL DOWN V-0' V EACH SIDE) - NOTE: WNDOW IO BE INSIALLED wwoul FRICK NOULD A' WOOD WINDOW IN FOUNDATION ,.- SCALE: 1/4" 1'-0 L6 IBM IU UYLRL' DOOR JAMB IOI - 2,4 PRLS.a MI: IRIAIED - 6'-2' INCLUDES I' EON ERROR( n ('1) 14 REPWI 'I Rlll? 1-1/2' MINI SILEL -? COVERAGE NTH CONCRETE (TURN STEEL DOWN 2'-0' IN:H SNIE) (2)N4 9DN Y SCRs M f,CNRUCAII IU PEa SI FOUND4 -1s 2s, AT TM 1e4 BELOW WALTER LIP POURED COW" 1 RNW EIIN IxSUnININ- - FROST TOTING 4 REOUIRTIT NT (11 PERINI INSOIAUDN GRADE SECTION AT SLIDING n GLASS DOOR SCALE: 1/4" = 1'-0" 10 led 10 CVLNIEW "DOUR AN (QUTAE Ell (2) 20 PRESSURE TREATED III 20 PRESSURE TREATED 3'-U}' INCIAIDES I' FOR ERROR) (2) (4 N(PAN (3) /4 ROBAR i I-I/Z MINIMUM STEEL -- C0rtR4ft WIM CONCRETE (IAN STILL DOWN 2'-0' EPLH SIN) e (2)2.1 FORMS AT SOTS ONLY e ~> y A WEAIFER LP POURED CONLRCIE -? (2? POUMEFA INSULATION FROST ROSINS (11 PQ4NFIER INSULATION N10uNLD NY RNE SECTION AT SERVICE DOOR E . SCALE: I14" a 1'-0" C1 --4 xl- FAUX STONE VENEER FLASHING DETAIL L3 SCALE 1 112" = 1'-0" RODE SHG9HINI LATCRIIXI SGMEH ILC'A--VENIEO SOFER VENTED 501111 FFApER H[ADER 1x6 TRIM CHICKEN LADDER 4MCH/HGL ' RUSS HIDIFPCRICK VENEER IRMIDI WINDOW N? FUEL FOR OTHER RCCE `WR/HIIl CUT RATE SEE HEEL CNS STANAVID CID RAIDS SEE FELL CUTS SIANDARD GRANT B L/D 4 CHAV7 0 1111.4 SOFFIT & HEADER DETAIL SOFFIT & ]LEADER DETAIL FRAME WRAP E BRICK WRAP D2.1 SCALE: .1/2" I'-D" 02. SCALE: I12' fOR Fk FNUFD SCfFIR THAT ARE CONTINUOUS ALRW5 G415 SEE DETAIL /o.4 .0 F EpEnI WI - RAM i 10 10 FRA1Xf FRAME i? Iminlwul TO rpm[ WALT WAH i' 70 FIU,NE TO FiWNC ?? ? RNI wuI F D.o O.n FRAME WRAP BRICK WRAP FRAME WRAP BRICK WRAP OVERHANG SOFFIT DETAILS ?r \ EXTENDED SOFFIT DETAILS Q2J SCALE: 1/6" = l'-O" D2 t SCALE: 1/4" - I'-O' HOLD TOP OF EW([-? IkN•k6 EVEN W1TH Y SuEATInuc PLYWOOD T WE BDAR- W7!_,iLrE RUSS `Ix2 5PA.1'BP RAKE W/ SIDING W/0 GABLE EXTENSION 102.3 SCALE' 1-17" = 1'-O' (2) MAIN WIN REAR UP TO I2' HIGH- (3) ROWS WITH BEAU CAFR 12' WCH Ird HAI IYP. - AIlFRRAIE- AND Slk'Z ON FACH KIF1 (LOS FLANS WILT UP TO 5 MEMBERS) (-I)BEAM NAILING DE'T'AIL Ir 1 SCALE: S/8' = I. SHEATHING PRIDE ARCH (PILLED 3/4' A-1/2' WAE LARDIiAV'U STRIP TOR KELK KEE%T (IACIUH, *L 4X11) 2e- AND Ix_ BLOCKING AS F€WAm LINE OF 0511 ARCH fkl'DND IO7 CUT 10 AAH, SEE IIIVAIIUN FOR SIZE ANII COLD 1A (RBP(O) BRICK VEHICLE C"I DOOR AN WE" 4Z) BRICK ARCH DETAIL `02.1 SCALE I" = I'-U" (7)hi THE NA1F- oRrw?u.. -= HTADCR PFli SP[CIHCAipHS ?_ _ BRICKWRAP W/ FRAMEWRAP ABOVE 11.L PRE-ENGINEERED WOOD ALSO SHEATHNG y (2?4 TOP PLATE DRrWAu HEADER, PER SPLCIFICATgNS &MT INSUUrrAv A FRAME WRAP { PRE-ENGWi[TIE') W002 iAU[8 vlullawc _ (2)2x4 TP HAIE-- - DRYWALL HEADER. PER SPECIFICATgNS PAO MISUTAIICH M- I MUCH 19 PIT SPLCHUININS ANGLE IRON METAL FIASRING 2x2 WAILER FCOFINC PUA PPECIFICATIONS 0 I 21. 2x8 CLOCKING C UT TO THIS SHAPE SPACED Ai M1 O.E. 7vA BLCCKINC' SEE RETAIN, ABOVF, Al 4 nr. WITH 16d NAILS A.S a7lOWN 2x8 SYP ,p1 ATTACHED WITH (2)16d NNLS 0 18"oc OP OF IYV_ PLATE LINE 3 111 ` WNIH 1/2E SHTRUSS EATHING NAII. TRUSS INTO EDGE OF 2,6 WITH 16d NAILS 0 18"oc RPVWALL NAILER 2.4 BRICK VENEER n CANTILEVERED TRUSS DETAIL D? SCALEi V = I'-C" METAL IU911NG 2x2 RMIER ROOF& PER SPLCHICA1gN5 Rft IAD III GOO IAIERSo Ed STEEL ANGLE II HEEL CIJT STANDARDS ROOF PITCH HEEL CUT 6/12 6-1/2? 7/12 5-7/8' 8/12 7-t Ja' 9/12 A-I/2" 10/12 4-7 12/12 VC-1/2' BRICK WRAP GABLE RETURN DETAIL D2.T SCALE: 1/2" = I'-C' rL-)HEEL CUT STANDARDS 'C?O_% SCALE: HA GIfQIFA 7k15S RJ FlWR WNI ll F U 2'0 ILEN SUAFLC Ok C N a BDARO GaCER FATTEN ' ? ON, J"SIS ON IIAANG fRE d ~2x10 EANH BG4RD AT GIkL'EH IKJSS SECTION GIRDER TRUSS P D2L sCAl r, Slit' - 1'?n" STEEL YA9 HIT, (4) L/W' (I td1LIY IWO ON EACH SIDE OF THE RANGE/WFR) TO CONNECT ON HEAN III 00110 PLANT STEEL BEAM 5 D RI5"FS'-J LI II II ??--I1 I I II II I I II l???I I II I J 'I I b II I I r ? I I I I -1(4' MASONIIF PANFI - I I 1 ,; I I I I I -- BEORMNG AS REDIARED -.-- I ___- - I I II II II 11 II II II II Iii I1 -DRYWALL ynI ti? f-II4 &H. SECTION ELEVATION )WALL ATTIC ACCESS U2' SCALE: 1/2" BEAM TO BEAM N' CONNECTION L1 SCALE: 3/4` a 1'-0" __/_lx IC BOITOM CHOU OF OUSSES (BEYDND) ?= GAQ JOSTN 9 16' OC. CN SIMI I LUP21C HANGFRS ???2x12 HAND BOARD EDITED 10 H IIIN CLOb LW RRICN IRI44S' ` DRIFT Hulfs: MIN, zI/ i - W3. 11(115" 5/8' ILMLRIGH BOiiTYP, BOLTING PATTERN SECOND FLOOR CONNEC'T'ION HURIZONIAL IPoM C4RnUCA1[C IMSE 1YRAF Is! LAYER HOUSE WRAP And LAYER PEEL AND 511 Raw 1/2' SCRATCH COAL M CNE ANLLR FAUX STONE TO SIDING „ 'PRANSITION DETAIL D2 SCALE: 112 = 1'-O" I,- WOOD ONLY WINDOW VINYL ONLY FRAME PLAN Ekilmtl A WINI ' l I I 1 ?'_p I01: ?F ?l ALL MY MINI FWD VIEDI VARgIE, SEE PLAN FISH AAIHINC ANU CPHEALN WITH HJNSEWP.W BRICK PLAN SECTION SCALE: I/d" = 1'-C' A` STANDARD FRONT BAY WINDOW a`r,2 SCALE: 1(4" = 1'-0° SIDINf W FI ANHINC r PER AUSIS HFADLR,-PER- PLAN IMIEMLk SH(AININ:_ '- 24 PANIl sTDA GLxs NOOR? EXTERIOR PANEL S01HNG BAND Elm NOTE A.I. w NWLNIWS mlill OUT ME STEAMING AND WRED MITI HOI M, SDI SECTION BRICK PLAN ? SCALF 1" - lc {i REAR BAY WITH SLIDING GLASS DOOR SCALE: 1/4" = F'-O" SHINGLEP ON NEU CRNNN _o E PLAN o aaaLA U ?SIVIDIT SHINES EXTFPCR SHEAINRJC WEI COVE MONO 16 NI CRUWH EXIERV ST DA 2-O U J1=p IJBIE: YM1W5, a PLAN NI. MY WINI FRAlffll 111TH ORR SHEAIHINC AND CffREH WITH NOUSEWRAP BRICK PLAN n SECTION SCALE: 114" -- 1'-q• DELUX FRONT BAY WINDOW - ld LEDGER WATER , PER NIW F)n PIDR PANEL. SH MINI EOERIOR PANEL SHEATHING RAND A04R7 /- I IFDI PEN R N Jg515 JUSE M04 ALL BAY WININIIYS FRAMED WITH I)SH SHFTIHWO SHP COVERED K,TH IglPSLNRAP SECTION BRICK PLAN sCAIe: > do^ n ) REAR BAY WITH 1NINDOW `AYZ? SCALE 114' - 1'-O" I'l CRON FXII C Hr M E TIE ALL WY 111NDOWS FRWUE YNIH OSN SHFAI ING AM 0ARLN VH. WLLWW BRICK WRAP SECTION BOX BAY(s) )1'% SCALE' 1/4' = 1'-0" ShP.,I IJn NOR AIR NAY WINNOWS PAWED WAIL OED SHEA11143 AND WREN KID HWSEWIU3 FRAML WRAP SECTION EAEPoDR SHEAl I14' FOYER Offs N POKI FRAME WRAP RFCFSSFD ENTRY BRICK SILL W IIDGE FRAMINC- UHINO-- BRCR ARCH DRIP EO6 - AN E IRON?? (2)2x4 70P PLATE - pOpN _ EMUMON SHVTHING PANEL-' (2)2x4 IUI'J PLATE CAP BAND/NIU P vnNT:x PANT I ED Nu-'ADCD NEVARNIN IN SFI EMIERIOR mi 0 v FOYER ? da ThNO/RIM FINED 100- JOST pi s AL i NU-WOOD RECESSED ENTRY A \RECESSED ENTRY DETAILS fa-'G/ SCALE: 114" = 1'-D" 2x4 TDP CEILING JOIST' FOR ATTACHMENT CEILING JOIST FOR ATTACHMENT IF, EXTEND TO ? CEIILING JOIST FOR ATTACHMENT 4 4'-C. RAFTER RAITEP ?,\ ITIP DORMER DETAILS ? 1.6 1xD 1x4 1 V4? , PLI RAFTER HARD©pARD STEAMING 1xb 1?1 01i RACIER VI 111, 44 1'-0. ??1 GABLE DORMER DETAILS 2. SCALE: 112" = 1'-0" Y-1' 204D FIX W/ SOLARSCREEN HFHINu 1X9 CROWN MOULD CRUwIJ MOUID 2O4U EIX W 5uVW5CRE N BEHIND Ins 2-2 _ - _ FRONT ELEVATION .-. -.-..? r. r-v- !.. r ?T CAA M' A41 GFro! fbwnnl'irnRAFIEH rZ DELUX GABLE DORMER DETAILS SCALE: 1/2" a'-0• (z) rxB HEnuEH, -_ 2,4 CRIP LE STUD d 7x4 I;NIPPI.k S IINI i-C ROUGH OPENING (2) 2x4 TOP PLATE r 7x1 JACK SIUL1 ?px4 SILL PLATE 2x4 OCTi0M E ? I12' SHFAIHINC 2,6 RAPIER 2) 2x6 HEADER - 2x4 CRIPPLE STOD 2'-1' -(2) 2*4 ROUGH COP PLATE X rv c BE BE ? Jxh JN:N ? ;;, K ? w lTNll ? 2x4 CRI PLC )i:4 SIIT STUD A ATE ii2 2-Y °2 20 BOTTOM RIME 12 JTRI)S.D 1x6 CROWN MDULDIRG SIDINSJ! All SECTION ? 12 TRUSS - ., - Iz? ^? r' 3 O L4-3/4' UP 3 - 0 0 ENTER 2 4D WIND W 7'-9 ELEVATION 2,9 RIDGE CZk-l AI- AREA! nip --< AREA SAVE ' ,"' (2) 11 )/fl' LK RUE WMIY'?l?j? ?/ AS TR IM 2X6 4 1/4 CNGWN WD"NG HELD HIGH RIDGE DETAIL 11 ,/4' REU R?nuLn cNVNx Nwlo -, ` J \I-- I 1f 4" BED Am LAIN:'. 4 201) rOn[R -8' COLUMN DRYWALL RASE MOULD 1/2' DRYWALL ll2 SJ@' DIED Now CI 10' ?@ H leN - PLAN V 4 ELEVATION 'T'RAY CEILING zx5 llE'1'AIL BOX CO N ? PLAN VIEW ? N DETAIL INTERIOR CHAR WNI, a?? SCALE: 1/2" = C-D° Hung .OL.4 SCALE I/4" = 1'-0" ELEVATION bG JL? JOIST @ % PASEMENT NIN NG d n ILII PDSI 4 cram uouto °NN'ND NM DNIE? INTERIOR COLUMN GAWIN L THROUGII LARGE 10 16 SUNROOM ECTI - " x A PLAN SCALE1/Z - 1-0 CRNG = `SCALE: 1/8" " = 1'-0" ? ROUND SOLUMN TER10R/ DETAIL DE AIL - 6 °?J • TRAY CEILING ------------------T--------- -, I L GIRDER rRD 5 r NAIL C N A R T If2 DFYWPLL? PLAN DETAIL U O RAFTERS ! 240 RBIF'IC k ?• 2[10 RAFTERS &-??t s UE?212 sRUE? 1 1 1JA SCALE' 1/2' 1'-O" 1,4 (ORu If WEN ABovo - SCALE; l12" [NGINEERCD fNUSSCE-7? RDDR CONS4RNCION?ti 7 1 HEADER, SEE PLAN 11 41J4' WALL[01ND S MNG WAI I4,PDNN-S L. ? I ? SEE PIAN FD17 SIZE 6,5 WODD RESET ANCHORED NA YDUIgNG X NA RCOf TRU55 2x4 0 74 4C. ? ?. ' ,Ii WNCREIE W/ KANI-SAC 2.4 ® 24 OC_ SUNROOM HEADER SUNROOM HEADER ANCHOR #PA-44 ? _ . 1 ,/a BAASE?_ / DETAIL RA NCH DETAIL - 2 STORY 2x4 NAILER !? SCALE: 1/4" SCALE, I/4" = I'-O" BEARING 2.8 CONr zna coNr q - COLUMN W EN ? TC ALLO I A N RV ROOF SIIfA1Wn 0Or SlI C DFF 1,10 WRAP Ai TDP w/ T KRA ' 4' 0I PIT R EA0. 1 FD [NSUtt : KIIA;1; hNI 2x10 PA'7F P EDG AT 4 EDGE CUT (2) 7x!11 KIWL FANJrfI-?? RINCIONS MOVERLY S,E. PIA FOR SIZE '"- 4x4 WOOD POST ANCHORED L]CONCkE1E w/xANi-snc --'RAY CEILING DETAIL II j 24 ? ° -HELD HIGH E SRAFTER RIDGE DETAIL EAAC CH BAITER ANCHOR #PA-44. SCALE: I/2 J _40 IV6iEN -- / ?2 10 @ GDFiIk /-t Y4 -'IS N a BEARING CHAIR RAIL / AJ' COLUMN 1x42 WRAP AT, BOTTOM W/ EDGE CUT AT 45'. {3) 511PPDkT RYCCNS W - ' ' SFE WAN 6-1/Y x 6-l/2 x l-1/2 4101 SILE F.DtIAI LY SPACED IN CDLVMN. - - _ 1316" 0.15E CAR -Bu 1RiY LOST ? - D45E.MENT .. ELEVATION NON-BEARING - COLUMN ELEVATION BOX COLUMN DETAIL COLUMN DETAIL (INTERIOR) (FRONT PORCII) ' a SECTION THROUII SMALL 10x10 SUNROOM 1`2.4 SCALE: 1/2" = I' D° SCALE: 1/2 `22.4 SCALE: I/8' - 1' 0" WIN .I- X 11 1/4' NET HEADER FASO SHEATHING TO III WRIT W COMMON IVJLS IN J' GRID PATTERN AS SHOWN ARE i' DO. IN ALL FRAMING (STUDS AND SITS) (yp )- IOW TO. HIWNR-10,V K-SNO SIAAP OR Ill SIDES M DENING ")(IN'1NL (N IACKSUE AS SHOWN ON SIDE ELEVATION, RI NO. L'TA2t) MIN. (2) T X 1' (IYP,)-- II II II II SHEATHING FtLLR F NLCDCD 16U SINKER NAMES IN Y RUWS a i OC. Owl IH, HGDEA-i04CK-111D STRAP W BOTH SIDES OF OPENING (REF. N0. ISTI SIDE ELEVATION USE INGWIUEO WOOD RM BI I-JOISI AIR DRY LUMBER RIM JCISI TO MNMDE. POTWK FOR DUCKLING (MR WAND JUNE ? '? .I.I ., ......I T. .I I L •CI: I'I• LI : LI: 11 IA-_ ? I I I ... ::? I I l ..I-1 I I Illi'.I I I '.YJ I I ?I'I ' I t I I / I•I• LI _ Lf; I I 1 1 1I I I 1 I II 1 W PANEL SPLICE 6 NEEOm R GULL OCEAN Wli HN 21' OF WO-HEIGHT. WDOONC IS NOT REWIRED. 1 W. OF JACK SARIS FIR TABLE Ki02.5(1W7) NN. N101H BASED OF! ID •I•I - I.I. 1 .. HEIaR-TO-IYOIN RAIXY. ION .I.I :. I.I. I ... EXAMPLE 16' WN, FOR 8'HEIG4I I b L1 L o C WIN. 1'%2'0/16' PLATE WASHER . YPJ ANCHOR Inn RR PI031.6(l OUTSIDE ELEVATION FOUNDATION PER CODE or) IMPORTANT CODA RFOUREVINI: ONLY FOR USE ON IGML` WMI ALLY SHEAIHU RYNOD OR DES EXTERIOR WALLS, PER NO RED? O 0 APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) SCALE: 1/2' = 1'-0' WNL SOLE PLATE TO JOIST PER TAIAF Rl APPROVED EVAN JUST 310' WIN. 7NICNNFSS :I•I ?`I I I .: I.I. I SLHL PUT[ TO JOIST PER EASE WOVII SIAUCIIIPAL G70 lR. DAl11NC ANTms I T PANEL WATT MC (TOP'.) (REF. N0. UPI) R602A(I) (INNER OFTEJNAIIW ON) ;I, LIj 1 't I 1 •-i i ?•?• NNE SOLE RATE TO EMI I: _ -I I CI I.1' •1 I•I; PER TARE RW27(I) -I!...... ?APPII HAND JDSI SIDE ELEVATION APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (DETAI SCALE: 1/2" = 1'-0' EXTEND OF HPNMR (WE BRACED WALL SEWDII) 2' 10 18' (ORCHID WIDTH) -WOW SIRUCTUIW. PANII. SIWAIHINC AMR - `"- APPROVED DANA JDISI OUTSIDE ELEVATION SIDE ELEVATION Al l0.V1 CODE FSOUIREMENI ONLY FOR USE ON HWES W CH FULLY 3GiHED PLYWOOD OR 0;0 [XFERIOR WINES , FIR ANC R6021D5. FRAMING lM[HUNS INSTALLED PER ITS - ANCHOR MANUIM•NIRIRS RECOMMENDATION. i J IHEY WAY ALSO HE MIDAIED AR11 ILY.? USE ENCINEEfQD WOOD RIM MARE, I-JOISI, / OR DRY LUMBER RIM LOST 111 WMIZE P(NFft TIN UKLING MR BAND APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS STRUCTURAL PANEL OVERLAP OPTION) DETAIL 3 OF 3) SCALE: 1/2" _ 1'-p' IW NAL AI 12' O.C, 1fid NAIL AI 12' Of. GYPSUM WNI. UND INSTALLED IN ACCORDNE(l WITH 16C CIAPTER I / (WEERIOR) IMPORLANE CODE R[OUIREMENI: ONLY FOR USE ON HAIL'S WITH FULLY W140 PLYWOOD ON (M LVERIOR WALES, PFR IC R602.10.5, Ed NNL AT 6' O.C. All MILK MEMBERS AT PAM II)CIS 17' O.C. ON AII. MANG VEMBCRS NOE AT RANI I EDGES EXAMPLE OF INSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 1/2" = i (NIENTABON OF CORNER SI11) RAY VARY D1 NAT Al 6 O.C. AIL FFAMING V&DERS AT PANEL LLICCS AND 12' OC. ON NI. FRMING MINIM NW AT PANEL WS (ITV.) - IMFORLANL CAL REOLREMINP, ONLY TOR USE ON 103WES WNN NALY SHEATHED PIYW(Mll) OR 050 [MEW WALLS, Pik RC A602.105. EXAMPLE OF OUTSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 1/2" = I'-0" Q J L7 Z a LJ m f- r' W Z Q U RETANGULAR TUB PLAN SCALE: 1/11" = 1'-0' 1/2' CONCRETE N59 6+6 CERAMIC FILE 7-I/1' CAA WRECK C 2PI D RIFF WW1 1/2' WRVTY - T NG FOR OR 01 B4SL. MWIONC i I SECTION THRU REMOVABIE PANEL AT TUB PLATFORM 1' EASE MDUIONG 2 1 - / 1/2' DURAPIY - MITER 112' DURATLY - MITER OURSDE I:UNERS OF OUTSIDE CORNERS 0I pIRN'UY PANCLS. DURAttT PANLLS. BASE Mf1U1DNG (D OPEN SIDE ELEVATION ,alreai 4' ? ? T I d a OPENNG VARIES (2'-4.f) I OPENING VARIiS (2'_*') " PANIl CUTOUT PANEL CUIIMR IIH R I fRON? RECTANGULAR DROP-IN TUB PANEL ELEVANON`. :rAI r- f /9' = C-n' CHOOSE (1) RANH IO CNOUR FDR - WIIIRPOOI MOTOR ACCESS (ITEIU fOgRMNE). QH NP MIDIHE) FOR RFPIAIVIM PAWL SEE PANEL SECTION ULIAILS 1116 SHEET. 2-1/4' CASE MOULDING 112' DUMPILY - MITER 1/2' DORWLY - MITER - WISIDE CORIT RS OF OINK CORNIRS OF o DUAPLY PANELS DURMUY PANFI S. BASE MOULDING -? 4 VARIES S OFTNNG VAIIS (3'-1j'L) OPEN SIDE ELEVATION FRONT ELEVATION CORNER DROP-IN TUB PANEL ELEVATIONS SCALE: 1/2' = 1'-0' - 10 + 5' LONG - ROCKING ATTACHED 10 DICK SEE OF PANEL COOT. n 2-1/4' CASE MOULDING U2 4 S' UONG TIOURIG ATTACHED TO DLN SKIF UI PANEL CUIOUR 1/2' DURA1Y PANEL SECTION LDUN BACK OF PANEL. CUIOUI. CASE WDI APPLIED TO IRIM SINE U PAU CUIOUI WITH 1/2 OF TRIM OVERIH ING EDGE, i n PANL. DACN v PANEL SECTION DETAILS SCALE: 1" = 1'-0" mG 4' WEIIS 1' w CERAMIC 111E Z ELI NOSE FILE 2-1/1'IA`I MOULDING 1/2' DURAFLY - MITER WIVDE CORM1TRS OF II III- , IIII fl OURMLY HARRIS. . SHOWER PAa1IDUSE B ASE ROIW.DING - SIDE ELEVATION w/ SHOWER 64 CLRAMIIC PLC 2' Bull III OIL SHOWER PAN PER HOUSE PUN. SIDE ELEVATION w/ SHOWER CORNER TUB PLAN SCALE: 1/8" = 1'-D' PUN PLAN j1 TOWEL BAR I I IL===JI IAXNER - SHOWER SPAT b m O FRONT U SIDE REAR m. RCAR FRONT SIDE (1) NI-PASS DOOR TUB DETAILS SHOWER DETAILS SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" STD. OWNER'S BATH DETAILS (WITH SEPERATE SHOWER) Ul SCALE: 1/8" = 1'-0" 2 ROW; IF H CAP mf REAL (TUT FIRST ROW %1 PLAN PUN SU (M FBS UNDER NDER NDEA YANDUN OF MNDOW 4 PRESENT) f ===-II II II II IfIMEL BAR -2 WUNPE 1111 6' CERAMIC TILE FRONT SIDE ® SEE DROP-IN i- REAR PANEL ELDMIDA O_ SET. DIE TUB DETAILS (JETTED TUBS SAME DETAILS) SCALE: 1/8" = 1'-0" 2' BULLNOA FLE B" CERAMIC PLC RCA ll-WITH HALf WALL MR. I.0 110 RIMY so CAP Tv UNDER WINDTN (I nFoR IS PRCSF" (9)1FRONT' PLAN it=.-_il II II IOWLL BUR 11 II_ = c c JI 2" DULUNI FILE 6' CEMNn: HILL dE OAU IN TUB REAR SIUE PANII HLVATgNS ©- w- 002 ?- JETTED TUB DETAILS SCALE: 1/8" = 1'-0" JETTED OWNER'S BATH DETAILS SCALE: 1/8" = 1'-D" (SHOWER UNITS SAME AS STD. BATH) 1 OCTAGON d° ?-MIRROR PEDESTAL SINK RIAU%5[ TIC - 4 CtliMllf. FILE _ ,?-? _ suw LRw N c.L or ' BW ROW IN R IIIE SIDE FRONT (I)HIN70 WUR SHOWER DETAILS SCALE: 1/8" = I'-D" DESIGNER OWNER'S BATH DETAILS SCALE: 1/8" = 1'-0" 6S. PI AN 0 OA SIDE ® FRONT © SI?L HALL BATH (CONVENTIONAL TUB) DETAILS SCALE: 1/8" = I'-C" PED SINK DETAILS" SCALE: 1/8" = 1'-0" -(STD. IN POWDER ROOMS) PUN 2 R1111,i 6IE4 CAP NONE. CUT TOM ROW 50 UNDER CIP FIT' N WINDOW IS F, PA PRES T W IF W1CNI) SEE CROP-IN TUB PWNLL RIVAIgNS FRONT SIDE SHI. 0U2 U CORNER TUB DETAIL SCALE: 1/8" = F'-D" TOIET PAPER HRULR PAPER HOLDER 92 Turn EXMT MR TOWEL FAR °P TOWEL BARS/E%HAUBI FdN PAPER HOLDER/TOWEL BARS SCALE: I/8" = 1'-0° VANITIES - SINGLE a' VANITIES - DOUBLE VANITIES - BETWEEN WALLS VANITY DETAILS"W MR Mlfy RUTH 11% TAN 72' (1) MIT WRIT SCALE: 1/8" = I'-C" - IDIN vw WUIII . T!' OR MITI - (2) MR IPIURF '(HALL OATH AND OWNERS RAIH ONLY)