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HomeMy WebLinkAbout07060282 Revision Info°+• w'` REVISION / PLAN AMENDMENT .I1 For New Single Family or "Other" Residential type permit projects °• ° City of Carmel; Department of Community Services Permit has been issued: Yes N0. IS yes, PERMIT #: 07060 BUILDER of RECORD: [TAME: S fS PHONE: 3 7 34 CO FAX: (17).397-73W STREETADDRSS: CITY: STATE: ZIP: 1 D' SUITE a00 15z6-'56 TEICCOM r C A ?iS IN1 '&v e EUILDER'S EMAIL ADDRESS: CT: b' S. LOCATION & PROJECT LOT t: SUBDIVISION NAME: 9 L KESi O D 5 e V0 ON: I NA , INFO: ADDRESS OF CONSTRUCTION: \1 37 E 5 E CE NEW SQUARE FOOTAGE OR AREA AFFECTED BY REVISION: 507 NEW ESTIMATED COg By OF CONSTRUCTION: jJ'f O EW FOUNDATION TfPE: 0 SLAB O CRAWL SPACE C POST & BEAM o BASEMENT ( Walkout _Y _ N ) " IF PLANS FOR REVISION/AMENDMENT ARE PART OF THE MA ER PERMIT PROGRAM; NAME OF MODEL AND REFERENCE R/ID OF PLAN SPECIFICATIONS FOR THIS WORK: DESCRIPTION OF REVISION: AbbiNG A SaMKODM TO THE REAR OF THE NOME e- NEW DESIGNATION OF AREA OF WORK SQUARE FOOTAGE: BASEMENT I" Floor 2" Floor 3 ? Floor Front Rear Porch Total Sq. Fit TOTAL (Finished and Porch or of Garages Unfinished Sunroom I ? a 9s 73 ____ - a s8 For Single Family and Two Family dwellings, additions, remodels, and/or ac within 130 days of the due of issuance of the building permit, and must be issuance date. Class I structure permits are subject to the General A time frames for beeint L the undersiened, agree that any canstructlor_ reconstructio: structures requested by this application will comply wt Indiana -1993- (Z-289) and amendme¢u, adopted un? thereto. I also certify that only kitchen, bath,aad Boor Code 35-44.2-1) that all of the informadon I have provided knowledge and belief, and that I have not knowingly or otherwise mislead the Dept. of Community Services reg or occupied until a Cer care of Occupancy has been io( permit is valid only if construction commences of Occupancy issued) within 18 months of the p( Indiana (See 675 IAC 12) regarding expiration C' tC?i [tire, of any change in the use of ]an3 or as of Indiana, and the "Zoning Otnmance of Catmel ? y of the State of Indiana, and all Acts amendatory c s sewer. I farther cercify, under the penalties of Perjury (Indiana Cp documentation is true and accurate to the best of my tted any information thac would cent co hide, obscure, or tvth oC th maccers addressed. I ako agree chat the construction will not be used Department of Community' Services, Carmel, Indiana L'? a.0), srno_kmLo_, LOR'i A. Bi hSQA)G-9fA)Nf 1&1-3107 Signature or Owner or Authorlpild Agent Print Date OFFICE USE ONLY:***************** *********************************************** NEW INSPECTIONS REQUIRED OPLAN AMENDMENT/REVISION FEE: 3 Sd peer otin Lower Footing Under Slab ADDITIONAL SQUARE FOOTAGE: ?2r0. h n -Meter Base in Site Reviewed/Appr _ : Dept Of Community Services (Date) S:PeMftF°nauPmn AnWd ResldWtlal NEW INSPECTIONS REQUIRED: (if additional Inspections other than what already remain or, ticyeebsting pertnlt are required.) TOTAL: eC' C? Fee Received by: Date CITY OF CARMEL Item i of 2 PERMIT RECEIPT Sec:20 Tvp:18 Rnc:03 Sub:LSP 31k:3 L•eu:90 PARCEL ID ........: ZLSP90 DATE ISSUED.......: 11/26/2007 RECEIPT t.........: 26849 REFERENCE ID 4 ...: 07060282 SITE ADDRESS ...... SUBDIVISION ...... CITY ...... IMPACT AREA ...... 13772 FIELDSHIRE TER LAKESIDE PARK FiESTFIELD OPERATOR: vdolan COPY 4 : 1 OWNER ........... .: DREES HOMES ADDRESS ......... .: 6650 TELECOM DR 4 200 CITY/STATE/ZIP .. .: INDIANAPOLIS, IN 46278 RECEIVED FROM ... .: DREES HOMES CONTRACTOR ...... .: ATTN: LORI BIRDSO NG-HENLINE LIC # DREEP,.RE 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 i. 00 LRESFTSLB+ FLAT RATE 1. 00 IRESROUGH FLAT RATE 1. 00 ?RIF FLAT RATE 1. 00 !ESC/O FLAT RATE 1. 00 ?ESPLAMEND FLAT RATE 1. 00 2ESSINGLE SQUARE FEET 4,572. 00 AMOUNT 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 208.94 861.20 PD-TO-DT THIS REC NEW SAL 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 0.00 661.20 TOTAL PERMIT : 2674.14 2465.20 0.00 0.0D 0.00 0.00 0.00 0.00 0.00 208.94 0.00 203.:4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LAKESIDE PARK INST.#200500048185 LOT #90 - SECTION 3 CITY Of CARMEL, INDIANA 13772 FIELDSHIRE TERRACE LOT SIZE 11,252 SQ.FT. CONC. DRIVEWAY: 833± SQ.FT. PUBLIC WALK: 309 SQ.FT. PRIVATE WALK: 51.± SO.' -T. SEEDING: 5,354± SQ.FT SOD: 374± SQ.YD. UPSTREAM MANHOLE ,526 T.C. = 913.80' x 0 a: s f N.? GRA9E F+_Q'M_7NEf A5 PER PLANS TYPICAL SWALE SECTION 1 t RONT DE7AI+_ OF TYPICAL STORM WATER FLOW PATTERN FOR INDIVIDUAL LOTS NOTE- BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM STR'JOTURE(S) o 140.00' 9:3.5 I Su S . n L 20' D.U. A, S.E. o m ' 914.8 35.58 "! m 3 CAR 1.o PROP. m GARAGE i DRI`Yt O ? 10.50 d, u LOT#q0 RP N m W I? PROPOSED n m 00' 26 m 11,252 S.E aso RESIDENCE . F F.=916.1 '. [ Q SAN. (p BSM =90E.1' e '. LAT' p o PALO - n a0a' n O N 12 x10 ? Fl , 4 ? 70.fi3 39.09' '" -d 1 914.6 9:4.6 m ,, o 0 913.3 I I? ` 1 1Y42.1 a' 914 [] 1 913,8 I 1'? VI? COWNSTREAM MANHOLE 6505 T.C. = 914, 49' 000.01- PROPOSED GRADE 000.0 ExIsT1NG GRADE n IV CI?I PLOT PLAN PREPARED FOR FREES HOMES HOUSE TYPE: DAVIDSON OPTIONS: - 12'x10' REAR PATIO - 3-CAR SIDELOAD CARAGE - FULL BASEMENT ?.,,auuunl,.._ RF ? tisTF ? s * -LS20300026 STATE OF 'e ti..,??JDIANA Q., C NOTE DRIVE ENTRY TD CGNFCRM WITH CITY OF CARMEL STD. THE LCCATICNS, DIMENSIONS. AND WIDTH ALONC THE PROPOSED PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINE°_P.ING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. VERIFY SANITAR9 LATERAL LOCATION PRIOR TO CONSTPUCTION IT SHALL BE THE RESPONSI6111TY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATION'S. THE LOCATION OF OTHER PERTINENT FEATURES AN'0 ELEVALONS PRIOR TO THE START CE CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN '.IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. LAW SU&'?E1TRC& LAN[) DPT.E0P6TRT CC NSULTLNG 1 r o'n I - BOSi RTNDHAkC LAKE DRIVE ?j rr G 5 i ? IN L%N.APOLIS. IATRIN.A 46214 L u vey n7, PHONE (31]1-290-1290 ,,POINTISG YOU IN T56 A1GHT DIRECTION' FA% (-'17)-290-1293 DRWN: 0JK I DATE 06/26/07 I SCALE: 1" = 30' JOBS: 07-206 P. EV,: 11/13/07 ZONED: ZONING SPECIAL SIDE. REAR F.F.E. HSE: 916.1' F.F.E. GAP.: 915.2' F.PE. 8SM'T: 906.1' [j El BUILOINC DEPARTNENT DRAWINGS: TOTAL NUMBER OF SHEETS = 21 FO R ? ? ? SFAAEOVi SHEET OC.I CONTRACT COVER SHEET ? ? TRUSS` SHEET ONA GENERAL AMC SUBDIVISION NOTES ?? UM0EP,:SUPPLILR SHEET 1.01 FOUNDATION PLAN M AR K ET W IN O Q DIVISION F.SIIMATINC SHEET 1.02 BASEMENT BASEMENT MECHANICAL PLAN r . ? Q WARTLWtt SHEET 1,03 BASEMENT FRAMING PLAN te , ? © HIIILDER SHEET 2.01 BAST FLOOR CRANING PLAN ? ? n ROUGH CARPENTR SHEET 2.02 SECOND FLOOR FRAMING PLAN [ w UU CUSTOMER SHEET 2.04 ROOF PION R ESI D EN C E ?D SALES SHEET 2.06 HINGE FLOOR LAICRAI. BRACING PI AN 0 ? FOUNDATION SHEET 2.07 SECOND FLOOR LATERAL BRACING PLAN r'-? u[T-FOOTER SHEET a 01 FIRST FLOOR SUBFLOOR PLAN 2 PER CO REISSUE QD STEEL BEAM SHEET 3.02 SECOND FLOOR PLAN LAKESIDE PARK # #: DU PLUMBER SHEET 4.01 FIRST FLOOR OR MECH NECHANICAL PI AN 1) M 1111M RFC[ PER PA me D0f8: M DU HVAC SHEET 4.02 SECOND FLOOR NECHANICAL PLAN \ [3 El mUMERIDPS SHEET 5.01 SECTIONS AND DETAILS N Q CABINETS SHEET 5.02 SECTIONS A DETAILS U D SHEL4ING SHEET 6.01 FRONT AND REAR CIEVA CYATIONS ANO OETggS SU B D IVISI O N ti 0 [2 Hr1ROWI SHEET 6.02 SIDE ELEVATIONS ? ? ELECTRILWR SHEET 7.01 HOUSE SPECIFIC DETAILS D Q _OflfS SHEET 792 HOUSE SPECIFIC DETAILS Q Q INTERIOR TRIM SNE[i 7 03 HOUSE SPECIFIC DETAILS IN DI A N A P O LI S I N N ? 1-11-j cARrrr CURRENT CHANCE ORDERS . [] D CERAMIC 10 REVILW THE HILL 161 OFF DWON A"PRM SIR PLAN CHANGE ORDERS CO 10 »H YW ARCHREGW WEE PAGE , 1 ? ? VINYI, FICORINC ON DREW AND CICM ON CNWCE ORDFFS' AND SEWT (MACIN MANE Q Q EXTERIOR TRIM ? CUSTOMER REVIEW SET W F1 F1 ORICN U U SHINGLE ®CONTRACT SQUARE FOOTAGE ? DISTRIBUTION FOR CONSTRUCTION: ?? ROOFER FINISHED LOWER LEVEL D DQ ROOFER REDRAW/REISSUE ISSUE TO REISSUE 3 PER CD : 0UECOiNSrA1IER FIRST FLOOR 137 : 0U EXCAVAT"°ATGR ® MARKET MANAGER Un ANYI, SICINC SECOND FLOOR 1778 : UD FLATWDPK TOTAL LIVING 3148 ® OPERATIONS MANAGER R : UNFINISHED BASEMENT 1378 ?( CONSTRUCTION MANAGER GARAGE 597 M1 SU6 R c : left tcA (?n ® BUILDER COVERED FRONT PORCH 36 ? N S : REAR DECK 0 r?U T ESTIMATING 01 4 0 0 d : ___________ COVERED DECK/PORCH 0 0F `'7ifi? G?C tg? r?a ® WARRANTY d o s? ° s C 1q : __-- HVAC RE-bESIGN REQUEST yI r P`? v? * R NO COMMENTS r SEE COMMENTS BELOW J VS REISSUE #4 PER CO#: COMWTMS IONIC S QP]RAMNZ MID TO DE AEW5UD AND/DR (ACULF?)RS NEE] TO HE REMENm FOR IRIS )AN. THE FOLLOWING TTIP CHARLES NOT BEEN MADE: (NOTE a911NT WNwNS/WDIS NAFA1i Nam W/ TNIIILD LONER EM 01105.) RR ANA IM-Mi LIM AREA ARIA OF n" RIM NAVDS dTFLI x WED DOW NVFM un xlUNC RM 1W1T pTnn rn NP na. SAW ffr1XZ DN lff X "Ls, GWSLS, WOOS )NMBN NOI NE Magi M wa NOT W JK NROOW VAR, 1IXLNE `FHT,. NMI LLPMS, wYEPEP EM ON PAM NAAZS EU, DIEM YAR OR OWTLIKEED RRpK5 ON EODAR WHLS. MI IN S,MRS TIpP NXR pl Nr fiT rttan NO dtC ON'Mr Acdtl n0[R WX IIW EAS'"MI 17W W NU U W OF M M30 LM LLVU wINML PWIVC 1. WINDOW/CLASS ODOR CHANCED: - OFNIWi I.NIG IIPI: MRAS MS NASUnO YNE A5 lMN1G MRM W N wlsu RF TCEW4Y,PJx IAE,I ETICLW K nxp,m qI[E N FNNfP1. exT Ix]IRE A1RAf ryWU spas antra Ix AANrq'. aeu Ynex. Rlox vxx Sp.MaF FomHCF N nNnoADn W TIP ixrylEP T IT Traci A R.1mAi: WA IT Ems rc ..V Ik RU LMW4 MRA . aaeF . pptix[s x IxAM9WD 6Mfu[xR). A 2, SQUARE FOOTAGE ADDED: -OPTIONAL BUNROOM ADDED A? M N I mA[MIff W xWI WWI NI M ?Mx OWL W fl,WU,E MI I ¢W ) m W6 *1 I,VT IM1Gtt C1.NN I MN1S1Nw,,fxR TID O. CC434Y,T. OWL W U. AREA W E 6 N191RD pPSa( TO N WORK N rR41E . W FOR ADT A SWOND FLOOR NASD YNCII ND WE W CUSTOMER PLAN REVIEW SIGNATURE ARAS ILSNN X LNN: KTA. EFILDE R( $INA AREA Ox DE TCRD ROLA, ONr W°R(SM N dlLlt AL NCRN. I umr,lQe IIN ? m ? Hx?I xil ? NA N yRxra InNxmmx m W. Nxa ,o«R?a, ATTENTION: Items drawn on a selections will not ny drawings and not written in the contract be Included in the site specific drawings. 3. OTHER; - . " ?°"IN Nr? #wrtr ° 0AchI? ad "NEE IN,WA gMMR ? ??l ,?-o )N 0..M,Wh4 ME, mv d IW ?MaxW k N I Y A ' M tl PLAN REVIEW CUSTOMER REQUEST: DESIGN SOLUTION: „ _REASON TOP MODICICATIUN:_ _CONNENiS: _ A w mI w? u u w e N,a I x M k xm rd1 ONiINPreMf a m 4 IM °at -- ---- bE INFORMATION I. 4010 EMa WINDW I. TACT sum ON PLAN 1. OWL( 10 I OW WINDOW 1. PLV3 =E W M%S AI IUN RIVILw I IvWa wm,^m xa ?R ^^? .I "A k xa'" II mTr nws INm u INk, ma Rx mme rnnar n*. M mX pbm NO RxRN+A'm. mq. vq M Mx WI a WIN' Ile mr kl uL uu 'w '.Em o P l l k W kA I a ki kN b NO COMMENTS E SILL COMMENTS 2.X 3.X 4. X 2.% 3.M 2.1 S, % 2.X 3.M 4. A w P a mm a r q . e CUSTOMER: DATE: CUSTOMER: rMl E- __ __ Hr?ib _. _ _ n me rnxn a nxmo ie mK u. PNIrL H FR SCALD L-------------- J I I I I I I I I I I I I I j II I REAR ELEVATION --------- SCALE: 1/8' - 1T Sld, grown @j: ppi iheA Oescf?lwa: SCALE: 1j6" e I'-0" ??A' ti?¦ I /7'?'?'.S" I-Tnrr?r,? House:. err r. `-. .. ?T a L %H rnu 4' WH END 4' EACH END TRW LJ ?3? L^1 E F&I 0 0 ,o 1, ty 103 14 75 FL 7 ,9 19 LAKE91CE PARK I Sheet No. 11 12 6 ET. - B R. <5'0-1/26/16' 4' CACH ENO r 9' goroge door C6 ra-1/2 z3/8' 4 EACH ENO A SMrnFS 15' garuga O.,r ttl'.4'.I IY' eU h.d A. 4' EACH END slruslerd hredn nilh \-HURIZONIAL SIDING x/41<- ,og hnMc B 1'e'aL. ' spec Ora ii ed by shucleml engineer com TRIM " IgAIZON4. `iIGING I MYL XRNCR TRIM I I ? i v i SIDE ELEVATION SCALE: I/8' - IT \--AILK v NfD-\ GARAGE SIDE ELEVATION SCALE: 1/8 = IY I- -- - --------------------------- I " " I I " I -- I I I` I " I ____________________________------5 Fd M..n M'. DOT shod brwrn"'nn' Srll r. 1 /N" - ._n' J?QntjCt own rf nnu a n.t ,,..,77.. E3 L4 a u -- FBI U Ill 1t IZ i to ,s 17 1g evranc r,.o. I Chou+ Mn F?%rrN "'Ihn Nrep.'? Homes 151d. Dm.n 8y. HUI I Shat Da ripkm SCALE: 1/8" = I'-0" n A ?n r?rv i1nc W I- Q L1w--? Cn w © SLAV CVNIAOL 00 2 9A8 WWROL JOINT 10 IE IOCIIIN IIINICILY IPUR STEEL BGp 30'00x15' WWI PAC [4 8Yd IWD DEW POCKET GARAGE. SGH 10 I[: HELD A MINI" OF 4' DE10N TOP OF LODNDAWN AND b 10 SIDPE CJ IWARD IP( CPReGE DOOR. Q DTI9 PLNADINC TIEA4GH FLOOR ON13-K wu cc IviI L'J? CIAILMXXN FLUIRIC AM FOUNDAIIDN-DROP TO RE FI DCICRRWED, LJ 5-0' DIAMETER ARG SIOPED W UPI MTH P' LOITER IWd1 TOW OF 510.8 9 12 i12'i0' DEEP POCR(I TOR 100 HOOP WW, HEIGHT TD Of BAD DFILM-0IRD. 1p SUNPS AM CRINDERS NTH I1D5-LOCATE NEAR FLOM DIUJN LOCAWN. I%IINI. AS REQUIRED BY SBC 11 4' AWUNINULL STEEL 00014 I[ HXD TOP OF MUNOW 4' NLLON TOP Pi FCUNDATION RI711 STEEL SIDDWD M 24' MMNUA AND LAMP N RETURN INTO H IEN 13 14 0 I& 24 NOICII FOR 51LILWAK SUPPORT Inl IN 19 LAKESIDE PARK I Sheet No, I I VM6 TO NF ENILDVO WILL PU HEGff SIUDS 9 IR' CC. MD ORYWALLED ON INID" S [AM nNLY IO HOI INN Of THE NUN .`i-11' MM I I R AWA 9OPID 111 OHM MIR 2' IUN}H IHM HIP IN' titM LI 2d LAI FMFU WALL WID 1' OFF UNDAMN WTH I-lp' R41T IN4AApN Ll 0 Ll SUMPS K GRNDERS WNII LIDS-LOCAIL W (LOON M LM(UN, WAIL AS REQUIRN aY 71 97 0 11 12 13 la 15 I6 17, 18 19 4 ^^d W 4cn V 1 F++?1 .?..?.,....", I CI,.,s1 NI„ (L?5'-0' )VAER AREA SI WED m DMN z NNER M% TOP of SLAB, 0 TO SWRCII kM. n o APFRCXIMATE LOCAPA Or PLBMI SIAGK LOGATL AS SIKKN TO MP OUT Of FIISIICD FORE FHSIO AREA HOLD TGm TO room; h r0uh4AmN. 0 SID RLIIMOINu MMIII FLOOR CNIr-4) WALLS OR RATNRES cSTARS TO DE ENCLOSED WnH ELIE Noon SIDBS n 16' U U ARD II OR INTERIOR STNWLL Oar TO EOITOM OF THE RUN ? SMMPS At GMNDENS WNH LIDS-LDCATE NEAR ELDER DRAIN LIDU P d_ E61NL AS IGVAH ?BX SBF LI loj DEUVI D CINL9II ECK 01 Nox Wl%bwh?% hpl% l"IW T)rooz PnmPc -_^ ^, - - IId. Dr.., Ry. EM I $h,,[ U,.,P!. SCALE: F/B' c E-0" W F- Q Q 9) cn W 4 PRC LKK RUNE amCE RmLH ?j Lau OIRIET 0 PROJECTOR RWGH-IX F? ENTERTANMENI CrAER OIRLET lg?= WALL Rmw b? WEATHERPROOF OUTLET Ej'Fr- 220 0LIET 9cr- CRODUIM FMXT OUTLET Fl LY1R OINFII O CABLI IELSN N JACK SKUl PoI[ SWITCH da- J-wVY sTTTH W 4--WAY SNnCN OtDU, & SWITCH FOR RRRC f /LiIT CONI NARDFL ® FI (CLNIER LIES oNtmr CID) ® EkAADST FAN. AND HGHI CORONATION F-C FILCRrSCENT IWJIT UNDER CARREL LGfIw ?l;. WIDUNIEU HGNI IIXE. ()i III . OX1NED IICNF FIV Q ZCMD LCHIN'6 LOU You SVnICIIF nua. PROEM GW NIGER PIN EIGHT WALL SCORCC 0 5'-4' AF.E CLG, MTO. EXHAUST FAN ® WAIL RID. LXLAJ51 INI Fn wL CL1LClOR NOv Ing CI 5HM NVJI (pGA' GAS Im VP qp FEW DRAN ® W U I ICAEL BAR ? FILET PM IRIDER LAKESIDE PARK I Shea( SEF SHEET 2.06 FOR LATERAL BRACING METHOD INFORMATION 15-1 i' T,_Ila. 3-I' 3'-IG -0.Y17i IO N (2)b its E? :±s"' -? 125 9 24 i BREAKFA T ROOM a jl?l??7 lY_I• - 81?`A 9' 5' F f ROOM 702 III{{ t_na ,9 I. - I[ -1' fi I 27 I - I I I 11 C 'O DZ 4 1 U 7 ?1I oI ' FOYER DINING M T'o. R_o II IIT? 0._6. _ yI II s] 11r. B 1®I'" FROM SET ING CEAING 44 4'-ID Y-4. 12 2 LI WI 2816 TRAM IAAHS 2611c 7E 6 N 1'4' TFOM B 1'4' SEEM CEILING CHI A'-Ol ' J'-It"' JD60 12 ?O Li PANTRY 8'Wr i'41 1 T N' -WIDx26 STI GARAGE X0-12 D'-0 N-i GARAGE B`Ax 7'H GNME 5-0 I. SEC DITA'L U/D2.1 FOR HIM LM PATTERN FCR MIIIRFLE III ITEMS LP ID NRSF "BE RE I 5 ALL DROPPED INIEI HEADERS FALSE AND TURK ARE TO BE DR)PPCD'r-0' SMOM WE% MISS (THIRWI NDTU) P.ey NOTU5 NEARING WALL FALSE HFALFR B 6'9' SI OFF WALL WUH 74 SIRINCER j 12X10 PATIO 5?? REAP. (2f 4xBs, TCP OF RUN D 9 -D' 111 SET BOTTOM OF WI RUDER R 23-7/4' WIT 6UILK n FLUSN DI (2)t-3/4'x 16- L11; FRAME BOTTOM AT , 511 CPS2 FOR RETAIL. I?QI (2)2x10 TUSH MAM L' I PRWIDE a MIAING TO FOUNDATION FOR BUM, IUER. OR GIELLER TRUSS kW 10 PRp-FABRIQAIED ITROPACE II t I pp-3/4'. 9-1/4- LMv - ria 121 RTMIFN_ 1-3/4'? N-1/i IN. Ij CAW'LNILR IC XF TIKINICAI OF 1IIW,YICH PORCII (FILMIC FOR IfFITS 14 TFmF LAEvol. WNfS N IIF-D 1/H. FFi1M FOUNMIICN 15 CERINB HEGHI AT ID'-1' 1G DROP CEWING FOR INC AS REQUIRED 17 SKASE t12'IXMMUL 9,U III (AWL PN9 REHM I@ PAR OUT WAIL AT MYC' FLIP FAX M { Dap'.4-1/4' Lx - DROPPED 20 PMMI1F CFIPFIFS AND MCR6 AT FPCN 9110 OF ALL ME4 DOORS IN "IFT, AND NON-DURYJG WALLS 211 SEoRO Flux LME 22? 34-1/2' IIIGII WALT. 23 M N4E0(N FRAMED WALL REQUIRED AT STAR TALL WALL 24 N' WIN SIT X FIJI 25 (2)1-3/4'x 11-I/4- LR - RRI SEE SHEET 2.07 FOR LATERAL BRACING METHOD INFORMATION rftthl wmhvN AIM%dlllt T] r P P 4 All TTI PC: I , «_ - , ISId. Drawn By: RDT I Shni. Dewrpl'on SCALE: 1/B" = T'-o" TO Key Notes FLI 76' HIGH WALL Lj ? 12111 HIGH )7Al L! 00 NDI FO(A1F IRLM UM RUMRK ML SLOPE WAIL WITH STAIR SIRN[ER RR IVF 4-1/2' MIN. REMIING TO FWNDATCH FOR RFAM. WADER, OR CROP IWLQS WVF ?D 22-112' R 12' ATRE ACCESS IT] FRAK WALLS AT T-1' ANAF GAAEROOM FLOOR 8D WE" MOE WALL, 70 OD70P CIIPRO OY tP.SE n OROP (LONG To -I' 10 }112'+' 5-I/2' HLZRSPRAND IIr,ADER 'M/NO 0OPOM FULL SCE DETAIL 012,03. IF, LOCATE WASHER 10 THE LEFT OF DMR 12 naw or YALta (RING FOR GAMERCgI N JN' HIGH WNL W/ICTCH. SEE C(TWL E/7.02. E DROP ENTIRE LkNDRY ROOM CEIIINC 8' FOR HYC 1D SLOPE WALL WI711 SIP ESE 1fi HJI? ENUNI OF GINIAR IW5S HOPI IMIH FROM OF IM14 WA I IT MGOE` IFON HEIO I' OFF GIFREFR FRUSS 17181 FRAIL For OF WINUGM o !W'-O 1/8' AS r. LAKESIIIC. PARK I Sheet No. °„°w f T ISITE OFm Ry RLO I Shed Dmcnpnnn SCALE: 1/6" = 1'-0" P1CtP3af"%Nb? A"ik 0'04 Tlraoc unmo? vu 3111 IVKL ID WMY ILLI 0116914E V n¢ WLMN nun 019110) WA RUED 0% STRUCTURAL WALL SIFAIHING AND FA$IENED TO STUDS WON BU FADIMMON NWLS SPACED AT 6' ON CENTER ALONG PANEL EDGES AND 12" ON CEMEA W IHE FILED IN, CONPLMNCE WNH IRC X602,16.}, NEREUS 3. THE PERFECTER 6 HRN:FD WEHA COLUNAII F THE Nf6CRIPINE REQUIREMENTS FOR MEIROO ! BRINGING TRAC'L.IF A CONIPIM STRUCTURAL PANEL SHE411INC MERU (1160216.5). NARROW WALL UWICWG METHOD (2DD4 SUPPIFNFM TO BIG, TABLE R602.10.5 , FOOTNOTE 'C'). AND AN ENGINEERED SOLUTION UTLNINJ SHEAR WLL5 (RhQJU,IU). THE RIGHT, LEFT, MO REAR FXIURmR WALLS Of TEE FIRST FLOOR AND AIL [XrMOR WALLS ON III[ SECDIIN FLOOR MEET TIF PRESCRIPTIVE REQUIREMENIS OE NIW2.10.5 MfIHON J ANO THE UONNNUOUS STRVCIURAL PANEL SHEATHING NEHTOD, THE FRST FLOOR FRONT EXTCNIOR WALL DOES NOT MEET 111E PRESCRIPTIVE REOURENLNIS TH RRO ID.d MI d ANU IK LONRNWL4 SIRUCHGUL PANELSHEVTHING METHOD. AT THE REAR WALL OF HF LMNG ROOM IS A SHEAR WALL SHEATHED WITH ARA TUMID SHFAIING WITH HOLD7NNS Al THE ENHS OF IHL.WALL ILL SECOND LIJOI OMDHPAGM TR&NSFERi UWS TO THE SHEAR WNI. THE NUIIKIW WALL. BRACING METHOD IS IUD AT SOME DF IIIE GARAGE DOOR UPEwNES'. THE LONG BRACFD SIDE WAILS OF THE F I6L: RESIST ANY IORSION THAT MIGHT DLAELOU KPIN SITUCTVNE DALE TO ECCENTRIC lQADS, THE EXTORTER PROTIDN OF IRE WALL BETWEEN SHlur mu THE CAME PRWITES AN INTERMEDIATE HRWED WALL ENE ON THE FIRST !FINN. I$ LXfl INLIR PREMIUM UE THE WALL BETWEEN III J3 AND THE WLC. PR(MDFG PN AN INTERMEDIATE BRACED WALL IN LINE ON FIE SECOND FLOOR. All EXTCRIOR WALES PAID THE IMMEDIATE BRACED WALL MEEI REOUIRLUENIS OF X502.10.1.1. Key Notes ® BROAD WAIL PANEL CUMPLANC WIN INC WEBBED 3 (RFi(S.EO.G). NAIL WEIDA PRATE TO STET OR RIOCKINC WITH (3) I6d m U LCO,C MOD WALL PANEL COMPLYING WTB CORIINVOUG STRUCTURAL PANEL SHEATHING MERpp OF R002.105. BAL 001TOM PLATE TO 4011 OR BLOCKING NEE (3) 1Fd 1WLS M KOO U TRAGIC WAIL PANEL COMPLING ARE 2004 Y"LLNENT TO IRC, TABLE 880210.5, FOOTNOTE 'C, FDIGHp CCROWJINI (2) LVL HEADER FROM CORNER OF fAW SHEATH COMPIEFE FACE OF GARAGE WITH 24/16 ALA RATED BIICATHING NAL AND NIGHER BUR NA4HIIW WN I NIw7NC MFINON DTINL '3E TRAILS UN 9Fir lI AND 0211 ?D HIS FIRST FLOOR ELEVAIXNS DOES AGE MEET THE PRESCRIPTIVE BEDUIRESNDS (% R6N2.10. METHOD 3 AND THE WMINECUS STRUCTURAL PANCL SHEATHING MIJKU SHEAR WALL AT BACK or LmNC ROOM USED To R[SEW LATERAL LOADS. SEA WAU, SHEATH BOTH SIDES OF LINING R)OM WALL W1R 24/16 ARA PATIO OSB WALL ETAIHS4G. PRJVDE FFLL. HEIGIR SHEETS OR BLOCKING AT ALL UNSUPPORTED HORQD'ITAL JOHN. USE NO was a 4' O.C. U EDGES AND IY O.C. IN TOLD. SEE PEARLS ON 51111 02.5 AND 92.6 © (3) SAMPSON 65WC4385 EX STM AT FACT END Or %wwkL, AELKH To (6) 2x4 STUDS AND Ln X51 SLOW B-? -- IJ (4) 1-3/4' x' 9-1/4' IVL UNDER SHEAR WA11. SEE CFATRS ON SHEFI D2.5 Ne D26 0 ATTACH 191 END Or LOUR 70 CONCRETE. FOUNDATION WALL WITH (2) sIMCSON PI102-SOS3, (1) EACH SM EMBED 5/e' DMMERA ANCHOR RCM 12' INTO WALE AND USE (10 SDS 1/4x3 WON SCREWS ATTACH WEST ERN OF BFNW TO WS1 BFAM WIN (2) SIMPSON PHE2-STS3, (II EACH SIDE. BOLE TIRE ma CEUI wTH 5/6' OUMLIER DOLT, WFSHFN AND NUT. ATTACH TO LN BEAM WEB (10) S4 t146 WOOD SCREWS. SEE D11&S DN SI ICY D2.5 ADD M26 K © SIMPSON 722 NNF TO TOP PLATE OF SIXROOM AND (2] bil) DLOCADw DLTWEEN BAND JOIS4 ANO ALI ROCR LOOT NAL SOON SHIINNG TO (2) 2x1O BLFPK, ATE (2) 10D NQ5 W 4' D.C. SFE DUELS ON III 025 AND p2.6 ANCHOR UST TRUSS TO FACE OF WALL SHFATHT SAL 10 EACH SAID WITH (2) BBD NALY ME Ng IF SHUINN: 10 IRDS, NIIH TO TO s W 5' O.1'.. eomiud Revn?. , hNAi, ED IksApNun S,AAU."' LAKESIDE PARK Sheet No. FATED DSB SIRUCNRAL W'X I. SHFAITTW AND FASTAtV TO SHIPS Wmd ITUWI14 FAILS SPACED AT G ON CENU ALONE PANEL ElKa AND 12' ON WHEN N THE HAD N CDHPI Mr. WITH IRC 8602-103, METHOD 3. TIP STBU TITRE IS AIMED WHHA COCKATOO IF THE PERSCRIPFNE REVUWEWHE FUR M00) 3 ORPCINC (R602.103), CONTINUOUS SINUCIURWL PAL SHEATI-I MEIHOD fLW 10.5), NARROW WALL OWIING METIgD (2DOd SCPPLLNLNT TD IRK, TALL[ WALL , TWINOIE t), AND AN ENGINEERED SOLUTION UFFIX NG SHI WALLS (R602.10-ID). THE RICH], LFFT, AND"EXIERM WALLS Of THE EIF47 FLODI FEET THE PRMIRIPINT NEOUIREMCNTS GF UNTO ,3 IVDICO 3 ANI1 THE CGNIINOOUS TRUCIURA. PANEL SHFATHwG WALL, THE FIRST FLOOR FRONT EXTERIOR WAIL OF ELEVATIONS NAND 0 W.17 THE PRESCRPTNE REOURTMFNTS DF R602 ,T03 NETHOII 3 AND THE COHDNWUS' SIRLNTURAL PANEL SHEATHIND NETNUO. AT fltVAIIDNS D, A. L, AND P [HE REAR WALE OE' [HE CARAUE.5 A SHEAF WALL SHEATHED IHIH ARA RATED SHFAIHWG CA A01D7NNS AT THE ENDS DF IHE WU THE SECOND FLOOR DAPfIRAC.4 TRAHSIiRS LOADS IU AID SAW WALL INE NAKRDW WALL HMCINC NCIHDD IS UlSLU AT SOUL OF THE U94GE WDR OPENWCS, ]HE LONG HRACLD SIDE WALLS Of IIIL HOUSE Id STET W FO1C AN TAI MICIT DEVELOP WITHIN SWITTURL DOE 10 EUCENTIMa LIINLC. THE EXIPIAUN FRO" Of THE WALL DEIWT[N STUDY AND THE MIMI` PROI AN INTTRFFBATE HRXID WAIL LINE ON AD FIRST WILD ALL EXTERIOR WALLS AND THE INTERMEDIATE 01 WALL MELT FIT RfWPRF1MFMS OF R607. 14.1. I. LIKED WALL I'ANEE CLYMI'L11N6 FIAT IAC MCI OO 3 (AE02.103). NUL WHOM PLATE TO J06T OR DLOCRING WITH Id) 16d NNLS 0 16WO.C. FAA%L0 WALL PANEL COVIPIA& WITH CENNNL17I5 SIRC314 1 PANEL SHFATHWC NETAOO B02.105, JAL BOTTOM PLATE TO JOIST OA DLO I WITH (3) 161 MIS B 1fiI n II -- X1 HOT Nis F 6 l RUIH 6D51s rr ISId. Orarn AY: 0A1 I Shxel Dexdplion SCpEL'. I/8" = 1'-0" n 0 `Ti TI ? L I T m cn1? 5F IN T FI R 4TFRAI RRAf IN(; PI AN 659-578-4382 Chonge Oider LAKESIDE PARK I Sh BB{ NO. D' I I 71 II II II yl II II II yl II II IT 3 E n c i Pl1 NOIL DLDPAN IN RIAN 4 4 IC-(I' lu LI. uT BEM1 1B LL fi B0, N CE DF' Y BEAM BE -SEE SHEET i.01 TOR 312[ LI 3 - - I . IB_3 2 -? - I 3-Et 6'-6`- 2 11 -? q I 12' tbl ' _ _ I - J I I 1 I I 1 4 I a-ID' fn-n' 5 FLOW XFS7 TO IN6[ MNI 3' vmN6 ON CD:l1l/YIN1 Ba011 AND 6' WMBION JOIST Om FT HIM HE10N - SEE SUIT 101 FOR 91E O DaRIF joris it MAKING SINK C4 PRWUS FA Nla HSARLIC TO FWNOAWN FOR BI HEVEP, OR GIRDER TRUSS Idi HAf iWNll: n 0 n ,o 13 14 ,5 16 17 IB 13 ..... 1 .. 1 . .. ____ . ?_. .. _. ?bm?mn 11.11 M. _.,.Imgnmi one'- uy. a P?1nmo'iun. __ __ _ riven s Ju 10 my[ mfil u 3 O mw M yV /A L l A M11 a WAVY JGSI Mme. I2'-1I' , . , - " - -. , I Sid, Am BpBNI I %W Bplriplim SCALE: 1/8' = l'-0- U1 *as i'd?% M M M I ri P C B-I n-m p C I -- ehnry,; Crdcr ?I XAPJNG WALL Baer IJ BEAN ED OW - SEE WET f III PoN SIZE Q OCUMF:BA'15 ® YPRON60TE LOTI)l Oi PLUMBING STACK 0 FMOR 4-112' MIN_ ELATING 10 FOUNDAIAN FOR BEW, RULER. ON GElBFN TALPS PROM 2,10 BLOCK 0 10' 0C. U FLUSH BEAM - SEE SHEET 201 FOR WE ® JCISIS SPACED B 12' Ox IRIS AREA 10 n 12 i3 14 15 1161 1) 18 19 LAKESIDE PARK I Sheet No, ?l POST LIGHT N/PIX)TO SCL Key Notes 122 -?' x 32' ATTIC A= fl WILEI.IN CHUNU. O SWRCHFU FOR BO%R UNIT Willi URECT V FNT T44FFlACC IN ONLY, TO SWITCH OR LIDO TOM U OURINE OF SECOND ILCOR AtpWE- © OKHWA44R OIAXINNECT WTCH, O TO 5WUCH OR LE14 BELOW. PRr-FAoRicATER PpFpr..C INSFPE U VENT III TO EXTERIOR 7O PRNEF 2' CONOUII FRUIT RPLIMINI io Al Er -LEN FUIuPE WIRMTG WCESSIOn. T ALLOW 3'3' FOR PNIyIED WINET SPACE Mechanical Lo end PHONE JACK ® FT.UORE:CENT UG11 NUII (APIECE MLIT ( UNDER CNENEI LIa RING o BATA OUTLO GLG. (MOUNTED Lm FIXT © PMECTOR MI-IN O? WALL WUNIEU LIGH1 RM ENTERINNNENT CENTER GRIFF IRcll41 aiam HART €# RAl WIW vy WALf .S'07LIAll W. tle= WATAIAPMF DAFT 0` DRECT10% DAN L07 370 WRET RAN tre ??+= COOLED FAULT OUTLET I-® WAL %WNCF B 5'-b' AELF 0 [LOUR OUTLET e UIG WHO. LAmn FAN © CABLE FUH50N VOF ® WALL KOO, EXIAUST FAN 29GLE RYE ME ? WIL 0EI[CTOR sa" 3-WAY pMTfA t HOSE RE W 4-WAY WENT ® BLOCK. WUINI, & MCH FUR Q} CAS HOLY( UP TInURE rm/tim CONBRATIOH ® MOOR rNAN { I N, IINLktiS nIHEkYASF ; CO EFFECTER ® IX11M14 FAN ANI IIONr i? TM BAD CUMNIMTmH o MET PAPER HOLDER MesnipTion on ep CxFanr , pore, BY. '' i wminr rear Shaai Mn a clr_ ?e sr, sr, -ft Tl__ - - -. 1"P - --- - I II II II II II II II II jl II II II II I I I Dmm Rr ml I %.'] Ilwrnn9m- GOAT P- 1 /R" - 1'_n" 111. D1 70 IICNI OR MICH. IO72-1,7 e .41 AI TIC ACCESS - . 1I fi DEEP SHELF 0 4'-7' ACE. 4? M' 1101 ST[PPED WN.L TOPPED W,TIIE CW 0 nI?CATE WASHER TO ITT OF UNYFR 7© EYHINI 01 VAUI ED cEUNC FOR SHE CMEM ® M' NI WALL WAOOV Epp. VE CONSTRUCTION KWA TGR DETNIS. 191 ]C FP4'fIDE 2' DOPLER FROM BASEMENT 10 ATTIC FW HILRE M1RHC ACCESSfillff. Mechanical Legend ® NONE OP11,F OUIW o DATA uulul MICIOO F*LCH-IN [NIEREAINMENT cmm HART ER [r- WALL OUTLP i? XGIHEEPM WLn 1P= 120 OUTLET _0, GEMS FAULT 31 0 FLOOR CUTLET rv CABLE BI}MSEN.NON ?y SNICIL Iglf SWDCII HA' 0-WAY SWNCH <'+ 4-WAY SRHCH ® FUTURE ?%LIG H CGADI I'pN (CIAIR4. UNI FLS 01 E M SE' NOTED) ® EANN/.il INN WH IUT CHNHINAIMMJ _4)_ l FLHIpN[SCENT I1GNT >=1 MR WINE] LIGHTING C.G. YWM[o L16HT FIAT. O} WALL MOUNTED LIGHT PAR. Q RECES4ED CEIHA'O ECK ? Yy DDUBIE SPURICHT RI DINECTIM CAN LOT PIN LICNi I-d WNI SD-WF 0 Y-6' APR. ED HE, YID E%HusT FAN WALL MID. LEAVER RAN SKKE 1117N am +- I CID D SHOWER IIEU GAS GAS lwK UP QE FLwN UNAN CO PCIECTOR ?--. IDWE1 BAH ? RULE; Pw[K I%RHIH ..?.-1.... _._.. 1 0?__I u. Key MoteS PWAD< 1-x NW. MIING 70 FGWNDA1pN FOR WEAN, AUOEA, OR rMI R TAM ABX ?O W-U' a ME VErl 25'-9' OF ROCS vErt, 0 LI TNDC LEXER Daum TO ACCT AM srtumK 0 0 „I 171 ,z 13 .4 .5 i7 IS 19 5 4 y E d 8 f u = WdNSPOUI LtDIOA I Std DIN, 19. BIH I . S§nd 1? 41io¢ SCALE I/0' = 1'-n' Sheet ',ADFR 111115 H 7_i13 ,I3UILDINC SECTION 51 5CALE'. I/R = 1'0- c 5 ROOM SECTION s.ol ScAE6: 1/IS = I'o' ' SEE PCRCH DFIMI SHEE1 CJ7-3 ?'^? ?pq n Homes. ISfdIleum HY BUi I Lee1 fkunpGort. SfALf.: I/tl' Y-D' ¦ SY¦92kAn/,? Drees T)A17TT)QnNT crrrInuc/nr I kIIQ 'UCH 1P,USS o- n -- n q 10 t 12 t7 14 15 18 I7 IN II7 es LAKESIPE PARK I Sheet No. ?UILDINC SECTION ALE: PAD In W?,IL 4ML BRCK 11 .x.,.,. Po MI I and MnlnKm? crn?e. i/A' ",' STAIR SECTION 5:1- SCALE I/8" = 1'0" o -- 0 o -- 0 7-51- 0 0 u -- 1 n 12 is is 5 IF 17 k6 ly ievrcinr draw I Shaoi Mn }/-?k3U1:LDING SECTION \az SCALE t/8" = ti a TAIR SECTION `!?7 SCALE: /B' = D.C. (2)2,6NHIS FRONT Or LANDING, MACJI OF PREFPBAIGttD SEAR wNmlE SNELS 26 Jom T Ix_ KUPIATC INSTALLED I ; IN SINR U WFACMR 3-I/2' MAN, - - - - - - - - - - - - - - - - ? (2?2L Jon - -r! rSiON :Ho Or TOP 51PINGFIR i I PRORIIDE SHIPS LANDING DETAIL TO INSIDE WE X D)TTOM SIRIAOLR ? I I STAR SRRMGER rREw END Of RISER FEW SOLI RFARING I I FOR DOUBLE ASIS TO EDGE or 41 Hm A I 1 1 ?I CDCE OF NIS[N I I FW` ELF N05114 o rS ?3-I/G'WALL. O ° STAR SPINDIN A PLAN DETAIL 0 CORNER OF LANDING A - -" h NICCPIAIE MSTAIED Di STAR MAHJFACIORCR SCALE: 1 -O °- 9Y PROVIDE SOLID 0 1% 3-1/2' WALL {{ 1 1 II II II'rlll kll it II IY -STAIR SRRINDER A 1 II II 11'lYffAL No51FG II II II II i ' ^ ' 4 LINE OF RIIRN00R ' i 9 3-'t]' II II II 11 II I II II II II 11 II D II II II II II 1e ACNPIATL WSIAIID Of TO FIRST RISER p III II II II II II 11 II SINR MANUFACTURER IL_ u- - a -STAIN SIRIIWER 3- S/2' WALL IO' to' m' ID' 1D' In' ID' TO' lo' 10' 2-3/4' FROM END STRINGER N EKE Or LADING A 15CRJ FACE OF RISIER 10 FACE Or RISER REFER W AEECNON SHISM FOR FLOOR!$ MATERIAL PROF TO CO1ti11AIC11NG STARS TO DFIERDNE 10 VVIIECIN SIMI 11_2• kR'FX II PLAN OF I,_SHAPED STAIRS SO BASEMENT STAIR DETAIL ANpi"0 - T _D 7D2 SCALE: I/4" = I'-0" F u &R .p1515 3'-3' n LANDING [[TAIL ID' '1 I -- A Y ? - 4 70 Fl?i ROSIER 2-3/4' III M O of LANDING ` EU 51RNGFF STAN 1st 1'U 2rrd FL00] `7D2 SCALE, I/4" ` 1' 0" 2'-O' FAIR VANIfi'DC1'OND II FUR SIAM SIBNI.7R FRONT OF LYHDIIG; WK OF PARFABRUTUD STAR le_ °NRAiC WSTAlIIO FIRM SEWS RA STAR NANOFAON?R -1/2' RI Key ____ (2?Iti .CNSlS.-_ _ ?2 __ ?' FROY 94 Or TOP STRINGER I I I PROVIDE '.HMS ? - TO NSDC EVCC OF (Ol STRINGER STAR WRINLEA 3 -I-1-PflO SOLID REAREIG -- FROM END OF RIGCR- I I I FOR I FOR INN1Li.L G0OISTS i0 EDGE Of SIRI I 1 EDGE OF RI$[R U -- -i- EOCE OF NOSING D -STAR STRINGER n PLAN DETAIL 0 CORNER OF LANDING -1M SCEFATC INSTALLED BY STAIR AAWACIUPOt SCN.F.: 1? = 1 -O' lO -FOAIDC MID BLOW 3-1/2' WALL I1 STAN SINWf:FR II 1 n u II II II 1 171 11' NRK'AL NOSEY I II li B UNL Of RRSOR 13 II a II I1 II II 1 - II N II II II II A N Ir KCKPIATE INSTALLED Si I II II II II II II II STAIR MANUFACTURER I9 I1 II I N {I II II II °- SIAM SIRINIFR 15 IO' 70' 10' I; 1ff Id IU" 2v f• WNI 16 FALL, OF NSIN W FACE OF RISER REFER 10 51 SHEY15 FOR 17 FLOFFING 8 72 FI FOUR D CONSTRIICIIFR; FIAINSI FNNI 18 11'-T REIN FFICH11 19I PLAN OF L-5NAPEO STAIRS d LANDING SCALE: 1 4 = 1 -0- 1'-8' = l II = I V f \ l? ? f rv 1? ?/ - -SCALE, 1/2 OWNERS MATH FINSHFD DIMENSIONS SIIOINI HALF WALL DETAIL rF-? KITCHEN ISLAND DETAIL 1`,02 SCALE: 112" = I'-0' TAG SCALE: I/4- - 1'-0' Cid- Dann IN: EN Slea1 OewliMI SOME': I/B' = 1•-O" on men nnN nw,Ii...' G? Q )b4 3-1/2'x 5-112' 9F€ STMD HFAR 2-3 0 CAME ROOM WINDOW HEADER SCALE: 1/2" = l )F W/ [n9w9 D mluue PORCH SECTION DETAIL C-U SCALE: Ind' = 1' D" Key n -- o- o -- Cl ID i 1z 14 45 I6 17 78 19 °usR Sld. Ofnwn ??i %w ?ttxr [q¢ SCALE: i 8' !'-0' anvoci mmn q: 1,1Y , ll,d.• >wmnawn. v1Vl?N,6? DT22SIOTTleS ITN eti7mC7n`T - - _ ?_..? ? ,_- Eu rcm.?o,ao?E : uxEsioryAeK Sheet No. Key Noles LJ __ n-- n- ,o I, 0 16 15 CAMEROOM/ In OPT. BE680OM 6 CLOSET HALL lE FLOOR 05T' }? W45CO RO CIR IN IIU acre RWE x"lls IEE IIEI:INNICPI 1RAN4 -B7AW FAMILY IIREAKIFAST ROOM ROOM NOIII 1.41. IS B'-6" FROM A.F.F. TO BOTTOM OF BEAM - 130NU5 ""'M DETAIL 704 SCALE I/t•. - I. 6" Cwlrocl Kerhrona', oleo nplio? _ : s o n rr 11 om' Rd l n b ENT Sl t kKrivlim: SCA6r 1/A' = 1'-D "u?, udrn 1 nau 711191. fe.mnlix?., ld msio¢ IAKFsmv PARK SheP.i N6. JD6T I __P1 2.4 9LL WITH S(AY ANCHOR 8OLr, 41M SNPSDN @'SfB SNI AT 32' p. c. + IYIEHN 17' DE END WALL I IN S'LL SEALER 2)14 R61AR wAV1EH CRAM 4' EDN TIE 1-COIN:REIE (R' THICK) ILOPG PAPER BOND BREkG CH TURN UP VAPOR MARRA EDR BOND BRGRfR .C NNNN NIE 1NMNIGN LODRNB B IOd OC, 01i (q' THICK) ------ A' DRAIN ALE TYP. 8' FRAME WRAP FOUNDATION ?WCI'li P11]RPI4.NDICULAR FLOOR JOISTS I' SCALE: I/2" = 1'0" tall RAND BOARD MI DEPTH WIX:RINI: 4 10 ON:H SHIN OF "HOR KLT WITH (4) EDT NAPS -P.T. 2x4 SILL E WOH 5/3'0 ANCIIOEI DOLTS NMI SWP50N RP5/R STET AT 32' ot. + WITHIN 12' OF END MALL ON An. SLAIN (9) yN REMN IXkGISII: (H IHICN) Y DuIDIN>; pAp[R BOND BRFA( OR ... IF 11F11 a, FOR LORI AIF" .1' DRAIN III IHNOOCH COI G B IOU. C.C. } CONGESTE (4' PAPUA) WASTE, GRAVCE- - • %' ;' 4' DRAIN PILE v , __--- - • DUN TIE TYP. 8' FRAME WRAP FOUNDATION nWITI] PARALLEL FLOOR JOISTS ?L. SCALE: 1/2' - I'D' ?-PT, 2x4 SILL R WIIII 5/8'0 ANCHOR Di Will] SIMPSON Bi SKT AT 72' uc 1 WHIN IY Or IND WNI 5 IA SELL SINER 14 FEW -kXWRLIF (ID' IWDN) WIILDNC PAPEF WIND BREAK CR NNN HP VAWP'ESWNIUI OR NAND HIEZ 3' DUN THE THROUGH FCONIC N IDO' O.C. NCRIIF (i 11111 ?P,L 2iD SILL Q WIN LIDO hRcmw PELTS WIND SKI Gp5/6 SKr AT 37 2' CLEAANCE III BAPS 0 18' cq WIL WAY + (2) y4 DAPS TOP, MIDDLE. AND BOTTOM 7' 10' T 2'-D' MD 14 DAPS a IB' o.c, DCH war + (2) y4 BARS TOP, II IY, AND HUTTON 11HILI PAPER BOND Hi OR UGG UP VAPOR TYWRIFR FIE LORD M AIKER 'Y CLEARANCE KIM fA DID I) 48' oc. 4 DRAIN PIT F (2) 14 CARS, MANTAN 7' CIFAMIF FROM DDTTOM 1 WASHED CRAVED` i N' IIHNN IIII' - --- -- ?f - 4' DIWN THE TYP. 9'' FRAME WRAF FOUNDATION WITH PARALLEL, FLOOR JOISTS `L`! SCALE: 1/2" = I'C' rm%??9dr'l, 1n Thn T1rpi f mm?nnv TRIIA TOORP J ANCHOR FIT AND ANCHOR LOU i ` .Slut \ a FOIINIMIION BAH X114 i DE? SCpIE: I" = 1'0" ? SECPON scaHF.: I' = I'A' MINI ?r 2x4 SILL I[ WO 5/B'M A" i "T WFDI DMRLDN fl UP51 SET AT 32' ¢a + WITHIN 12' UL ENII WALL a MN SLL SELLER \--?2) 11 REPAIR ND BDARB R 135 DOLT AND MATE w5 -' WEIE 110' THICK) BHIDNG PAPER BOND BREAK OR TURN UP VAPOR WHIR FOR WED. BREAKER I' " THE IWJL41 TOOTING R 10'7 DC. {7'coI AFIF (4' THICK) W1fi HIED CRAVEL--- 4 DRAN lllF ti - -- -- -4' DRAN BILL TYP. 9' FRAME WRAP FOUNDA'T'ION ?WITII PERPENDICULAR FLOOR JOISTS ?"-T?'scaLC I/r r•d will. LAND BON?O FALL DEPTH DIETETIC, 4' SO EACH SIDE of mci R WALT AN ) 1114 NN6 \-JO67 ,CDNT. BOND [Ci L X ?BLOCYJNG, SEE WIT ?ANGHCN BOLT AND I I h ' SIL PIRATE - - .r. Stu " ? -/--nnmeAlGri ---III Lan NOTE BIDEAIS'DNLT ACQUIRED WIEN FOUNDATION WALL 15 JS'-0' LONG AND LB4BI u DETAIILL ° TYP. 10' FRAME WRAP FOUNDATION ??WITII PERPENDICULAR FLOOR JOISTS 01. SCALE: I/2' = 1.0'. T. m V OLD su Q 4NNPSON A15 OCY G AHAITI PIATE AND ANCNWN ECEI &OCNNC SDIPSON A35 FULL DEPTH OLOCENG 4' 30 EACH SIDE OF ANCNDA BOLT IME1 (4) IM NULS \ ?? .I, DO sI I it LYNN . ENO 1.4CIroB I POP. [2( (4 7' 1 1[]- 1 r.1EAwHr.E BARS ®IH' a.c. IAfH WAY + (2) 14 n 1011d um AND IRInEwA 14 Ras N 1R' Fnr.IT W!r + (z) 14 BARS TOP, s WU'. AND LIOITOH -WILLING PAPER BOND BREW OR TMh UP VAPOR BARRED ODD DOND BRILIKER -DENT 14 PAID 0 45' ox, DWJN HE[ -{7) #4 wwO, NANINN J' rLEARANCE IRDU BOTTOM TYP. 10' FRAME WRAP FOUNDATION & WITII PARALLEL FLOOR JOISTS U1' SCALE: I/2' = 1'D' QT[) n CTA II CL1CET Ism Dr AL I SE,0 Dvaupi PoM Ba+RD DIJPYAI 005 D EACH DOCKING, BEND I - TAB OF DIINFW A15 TO SILL -ANCHOR DOLT AND AJN:HON FIAIE LP.r. Su u - EO1E@ArGR ?yn BAN DE? TAIL SCALE: Y - i'O' + WITHIN I2' OF END NxL a ??-y4 GABS B Ie' a,a FACE wnr ? It) H ?nOM % w COMPACNrDP,L MIDDLE, GPANUTAR wD EdCNFIIE i SE Ct' =- SCALE. E 1'0' "I. HAND REAND ,?-? DLxNIMG SIMPSON 415 R DOOR RIOCRNU, NLNIT [ _ IPII Of SMP N 475 TD DILL It PNCIERZ ROI I AND ANCHOR FATE ' E.I. SEE R ???muNOAWN /4 DR nDETAIL ?` SCAI.F1 1' - HOW ? .411 A7 52" PUL15 1s I SINPSDN AP518 oc. 1 %1OIM 12' OF CHO WALL a f y4 ENDS N 1B' oc: IILH WAY A , uBRnr, AND BOTTOM uPetirEO cluHULAR RurcflLL Sheet Nn- p51 '-P, I. 2,4 SIEE k WIN 5/8'0 1NCHDR WILTS WITH SOKON R'5/9 SKI AT 32' u. 4 WITH 12' O IRO WALL IM SAE SDLEX _ (2) 14 RIBM 7?CONCRI.7E (8' THICK) IADINC PAPER BOND BREAK OR TURN UP VAPOR WRIER FOR BOND IRWIN 3' BRAIN TEE RRSUGH IWTWL 0 TOO* 0 C' -CONCRETE I4' TRICK) WASHED GRAVEL 4' DRAIN TILE _ -_-- - ` 4' INWN lllC TYP. 6' BRICK WRAP FOUNDATION A WITH PERPENDICULAR FLOOR JOISTS I VSCALE: 1/2' = I'0" CONT. SAID BOARD TUN DEPTH CEOCgNO 4' TO EACH SIDE O AUTHOR DOLE WITH (4) BOB WAS ?-AN OR $LL a WITH 5/9Y ANCHOR BOLTS WITH SIYPSON BP5/8 SKI AT 37 as. + NRHN 17' OF END WALL ON SAL STAIR ^ (2) 14 RUN -CONCRETE (B' 7NIq() IDwG PN4R RTND f?AK ' TIORO NRN BW7dR 00O DRAM FEE 71101 Rw 0 IONFE'IE (4' RICK) WASHED GRAVED 4' DRAIN TILE) ----" -- 4' DEAN TQ TYP. 6 BRICK WRAP FOUNDATION N WITH PARALLEL FLOOR JOISTS \QsCALE: 1/Y = IRO' J06T •? .7. 20 SILL kin 5/8.0 ANCHOR NRTS WIN SMPYIN HP5/11 SKI AT 32' ac. 4 W1II8N I2' O' END WALL ON BILL SEALER; 2) )1 REBAR - .---RA( WARD \ ANCHOR 001.7 AND ANCHOR PLATE PI. SITE ,r FOUNDATION \1Q o - 14 BAR r,-,,DETAIL LE. i' I'0" nSECTION L, SCAI F ILA BOARD It A35 ALI AND RAIL A35 ----CONL WD BOARD ---BLOCIONL, SEF IDiE 'o' y ANCHOR OJU AND I. - ?ANNNNf RATE \1 I BILL e O OUNOTION -2' YIN. -14 BAR NIIL o SLOW ONLY REQUIRED WHEN fOUNOTION WAN S 35'-0' LONE AND UNBRACED /"\DITAIL 5 SCALE. I I'0" -fUNCIiI.IE (10' THICK) RDDD PAPER ?BO D BREAK UR TURN O VAPOR BANNER fOR LIM BREAKER 3' OMAN DI[ THRUDN POSTING 0 10 HCREIE (4 THICK) ISNED GRAV0- 4' DMIN TILE- --?- - /' DUN AE It TYP. 9' BRICK WRAP FOUNDATION WI`I'I1 PERPENDICULAR FLOOR JOIS'T'S ?L3'SCALE: 1/2' = 1'0' ATM. HAND BOARll 'FULL DEPTH FLOCKEIG 4' 10 INCH Sul OH ANC" HART METH (4) 10d MIS 77D JOIST • `PJ. 2A SILL k BORN 5/8'0 AN NCHOR OR IIOI rs XIIH SIIP5011 BPS/8 SID AT 32' ox, 4 WI1101 12' 01 ENO WALL ON SILL SEALER 2) 14 REAR 01CRE E (10' THORN) BUILDING PAPER BOND BEAK OR TURN UP VAPOR BOER TOR 908D MINER . n 3' DIM ILL IIRUULW TDORNO 0 10'0' O.C. NRNF (/' RACK) WASHED GRAVEL- i 4' DRAIN TILE -_--- - ' BNN OF TYP. 9' BRICK WRAP FOUNDATION ?To WITH PARALLEL FLOOR JOISTS E?'SCALE: 112' = I'D" - ... ?? • .. R rrT Sid M w BOARD e Au ME AND nI A15 SE CTIN SCALE: 1 - I'0' - CCNI. BAND BOARD = - BLOCKING - SMITH A35 0 EACH TRICKING, RED _ TAR Of WF:AIN U TO SRI. e - ANCHOR BOLT AND ANCHOR PLATT ?`- P.T. SELL e FOUNDATION ti - 11 MR DETAIL f SCALE: I- = 1"O' FULL DEPTH MOCKED / 70 EACH So[ O ANCHOR BOLT WITH (4) Pod NAL5 ?'-P.7. 24 SILL k TIME 5/8.0 ANCHOR BOLAS WITH SIR I IWV/H SKI AT 32' o c + WITHIN 12' O IN) WAIL. n- 14 WS 0 111' oc. EACH WAY + (2) 14 BARS TOP MIDDLE. ARE BOTTOM COMPACTED CHAIRMAN TN':KIU. CtEANOCE D B WAY + (2) 11 14 CARS, a O 0 IB' E,,c. EACH • lp=M T MIDDLE,I8' DnAM DRAIN TILE , R ' -_ 1 7' 1 10' 1 7. -14 BAR3 0 ID' oc. TACIT WAY + (2) 14 MRS UM', 1AIDIT, M41 BOTTOM -BURDRG PAPER BOND BRIM OR TENN W VAPOR WRIER FOR BOND BREAKER -3' CN.APANd -BEND 14 DW9 0 46' a.L, Draw OLE ?2) 14 ORS, MAINTAIN 3' CLIARMICE FROM FORTUNE TYP. 10' BRICK WRAP FOUNDA'T'ION ? WITH PARALLEL FLOOR JOIS'T'S '3 SCALE! 1/2' = I'0' 01 I WA De W.' ) J~P.T. SLL XM 1YM1l MIL k - FOU PAR 14 DE_ ') scAle. I I'D' A PIY BOARD \-DST a; • `--P.i. 26 BILL a WITH 5/9'0 ANCHOR HIM 1% WITH SIMP93N BRS/8 SC AT 32' + WITHIN 12' O END WALL \ 14 DAPS 0 10' as, EACH WAY 1 (2) 14 BARS TOP, MIDDLE, AND BOTTOM :.OMPAMD CWJNUR WCNFRL 2 aEANANa 14 D' fD B WAY + (2) 14 I 6415 TOP, I IUP, NWl1, AND BUIIUY 14 PARS 0 1R' o.1.'. EACH WAY + (2) 14 BARS TOP, WIDE, ANTI HDnOY ?EAAIDWG PAPER BNO BREAK OR TURN O VAPOR MIER FOR BOND SECRET _ 3' CLFARME: CITED 14 BC 048'oc. -4' DRAIN TILE -(2) 14 LW6, YNNINN 3' CI F/fwNa: i To" 7' FROM BOTTOM 2' TYP. 10' BRICK WRAP FOUNDATION. )WITH PERPENDICULAR FLOOR JOIS'T'S SCALE: T/z' = 1'D 1 NI FOR fdF/CC DOOR - GWAO SHAH CANOE SLAB FRAME WRAP BRICK WRAP FOUNDATION DROP q GARAGE DOOR DETAIL Ae SCALE: 1/2' = 1'-0' qhcc4 N. VINYL WINDOW IN 1 FOUNDATION SCALE: 1/4" = 1'-0" v-1• (ixt I' JDi wDr) II' S•_O• - ?Ixl IAIM AIPPIU AI 9U4S AND ICP I? • ?? 2v4 PTESSUAC 7RGICO PLAN VIEW ARE (2) 14 DEBAR Is (7) 14 ROAD • f •V MNWUJ SITE I. 1-112 - Ws- CONLMOf WR11 CDNCFEa , ' ' S_s (NRN SIEEl DOWN 2 -0 •s g '.?T EXIT SIDE) ' NOTE: 2 WINDOW TO a INSTALLED WTHDUT DRIER MOIAO ... WOOD WINDOW IN FOUNDATION ?J SCALE: 114" -r-O' 1.6 TRIM TO CVBAP_ DOOR " (CURSIUE) TRFMUD (MIDT,) - 2A PRF%UHF TNIAND A-7 (INCLUDES I- FOR VU VAVFS (2) 14 REDAA { (5) 14 AC&A •'? 1-1/1 I4HNUN SILIL -i COmuq DIN OUNCAOE (TURN SIIFI DOWN 2'-D FACH SIDE) (2)2v4 2A AT RN 1.4 NfION ?r aqe 5o- ry WEIOI4tr POURED CONCRETE (21 PERIRj1.FROST IOOIK AS I') PERIED INSUREQUIRED Br GINOC SECTION AT SLIDING GLASS DOOR 1 SCALfI14" = 1'-0" "rininc! SDI 1/2• S`D M QMRIIGI ID PLFL 51 FOUNIW :I- _1v6 DRUM 10 (NEW DOOR AMR (OU1SIOf _(2) 2a4 PRESSURE) TREARD (IMAU) 2r4 I'R65UP,E iRGlED -13 UPS I" VCR f yA Ey -Ij' (21 I4 RFPAR , • (3) 14 REO4R ,. 1-112' MINIWB SIIF3 -' W6M WIN OFX0EIE (ILRH STEEL . DOWN 2'-u' GAI SOT) r g ?g (2)h4 FORMS AT 40LS ONLY WGTHER UP- IDURED CONCRETE 'iYl (21 PONUCTER II£44ATo FTq$I ICY111NC (11 PERIMETER I16UGTION NLOUREO NY cIE4a SECTION AT SERVICE DOOR )1_ SCALE: 1/4• The Drees Company STD. D F T A I I ? H F F T SIU Ny ALL SIxe1 D"`nplim No. FAUX STONE VENEER X0'1 FLASHING DETAIL 11'- SCALE: 1 1/2' = 1'-0" ROOF EXTERIOR ha F' Iv8 TRI1I NCI -, IW ELFIN RUDE FPCH/HEEL -J-4? ONE PAICS SEE HER DOES SIANOVRQ CRAM R I/DA SOFFIT & HEADER DETAIL SCALE: 1/2" = 1'-C" H?CR TO FRAME WALL - I'-T O-FCR EXTENDED SOFFHS PMT ARE CONPNUO6 T._A. ACRDOs CAus. sCE OLTAN. IJD., DYER i' 10 FRAME 4 - -- 1I - II• 12-I" I D4 FRAME WRAP BRICK WRAP FRAME WRAP BRICK WRAP o OVERHANG SOI'EI'P DETAII,S_ EXTENDED SOFFIT DETAILS U2t SCALE I/4' = I'-O' SCALD, 1-/a" HOLE TOP Cl R4,f-T WANT MN WIN - PLyw -ry -ROOF SHLAERIKC WE BOAR ? -",ABLE Russ ? ?L2 SPYIENS RAKE W/ SIDING W10 GABLE EXTENSION SCALP; 1-1/7; = 1'-D" (1) ROWS WNH BEAM UP TO 12' IUU] (3) ROW, WWII OL4 00 12' 10 1&d MICE. TIP. - ALIERRAIE AND LTAG6FR ON FACH FACE (FOR BEAMS WITH UP TO 3 MEMBERS) BEAM NAILING DETAIL 71iU55 :? ROOF SHEATHINI EXTERIOR SHEATHIHG- zH-R NAJLER-, VENTED SDFFH- HFADER RUSs CHICKEN IADDLR ' BRICK 0[CR WINDOW M71L Ink VIxLR NCOE PIFCH/HEEL CUT PATIOS SEE FUEL CUTS NIANEA^RD SOFFIT & HEADER DETAIL BRICK WRAP_ D#- SCALE: I/2' = SIFATHINC HRCN A7C14 (PULLED 3/4? 3-1/2' Of IPDWD STRIP FOR BRICK SUPPORT (TNCTORY SOL Pull ',_ AM] I,_ SOCKING AS REDUCED IINL, IY HNIIS( CHUN WIUND 1,12 CEO TO ARcCH, VT. HEVRIION FOR 512E AND W ES I0 {RIPPED) OWN MENDER GWACE DOOR DR WINICW HEADER, FEN SPFPMT)JI BRICKWRAP W/ ?FRAMEWRAP ABOVE C.E. M ERCINITRED WOOD TRUST SHLAINNU {U20 TOP PATE-, DHiWALL RUDER, PER SPEEE{AT174S PATE INSUUTON FRAME WRAP v O C.E. FRE-ONGINEERED 0000 TRUSS SHFAIRI,NC (2)2x1 TCP PLATE- - (TI 1 10m. PER SPECIFICAIGIC HAP INSUTATON ). 7 'ER'SPECEIWONS LE IUIN L TIMING NNECH LING BUR SPLOILLAU15 b II. 20 BLOCKING CUT TO THIS SINPC SPACED W a' UP. 2x8 BLOCKING, SEE UEIAIL NRJVE. N a'oc WITH Ifid NAILS AS SHOWN 7x8 "YP 11 ATTACHED WITH (2)16d NNLS ® 18"oc 1up O> IYR- FLAIE LINE DRYWALL NAILER Na 20 BTUD -I CANTILEVEI{LI SCALD: l" - l'-0" uCIAL TEAM 2x2 NNLTR ROOFING PIA SPECIFIarm SIBAR94 rB BN['A LAID THRDIIpI CABLE EAILI ANCLI IRON HEEL CUT STANDARD5 ROOF PITCH HEEL CUT O/IZ a-I/r //12 5-7/B" 9/12 7-I/s' 9/12 B-1/2" 10/12 9-7/8" 12/12 BRICK WRAP r ) GABLE RETURN DETAIL SCALP: 1/2" = 1'-0" BRICK ARCH DETAIL 02,1 SCALE: 1" = 1'-D" WCOD ONLY VINYL ONLY WINDOW TRIM DETAILS ? HEEL. CUT STANDARDS D2 t SCALE: NA ANL TRUSS INTO EDGE OF 20 wFnl 16d MLS ® 18"ac BRICK btNECR STEEL BEAM USE IAl 516' CELTS DDLES (TWO ON UCH SEE OE TUC TIANDE/'WEB) TO CONNECT TOP DFAV. TO DCFTOM OUR. S1FEL RLW BEAM TO BEAM CONNECTION DZ,. SCALE: 5/ ENIUR ONE 0II0E1 FIRM I BSTWEEN JOISIS? 2nd FLOOR WpA `_16 60110N CHORD OF mU55E5 {BLYUND -a m DcaR uBrL)OR ,LNE -BOLE BAND SEOUL LIRDLR IRlll}' 2:,H .pl$IS D ME' 0,0. ON SIVkS1N (I W110 HANDLES -2rd rLXR JQZ ON IIkICdIlS ``H _ 2r1a BARD BLIVtD BOLTED TO BOTTOM G}NNID OF cegkx Ixlfis III I? ?-2d0 8ug1 RWRD AT GIRDER IfAhS I I II? I pN111'IIMEk MDV. 21/32' - WvV- 11/16' "°lll'"' 5/8' FIIROUCH BOLL"-TYP. SECTION BOLTING PATTERN /- V ? GIRDER TRUSS' AND SECOND FLOOR CONNECTION . `mc aIN' = Y-H" ? 11 \- WITH 1/2E SHTFS)SE EATHING 3 HOIBIONIU, DAN WRACATTD HOUSE WDAP lIt LAyTN 7411 E WWI 2iw uw R TEL AIO STICK [1141114e 1/2' SCRATCH COAL STOLE VENEER a FAUX STONE TO SIDING TRANSITION DETAIL oa. SCALE: 1/z" = T'-D" II II II II II II II fl 1'-16j RU. SECTION ELEVATION (^L WALL ATTIC ACCESS °2-1 SCALE: 1/2' = Y-O" 7-0' -ti i-0' m SHNCLES OR MEE4 D. FRAME PLAN CIRM P SHINGLES OR METAL ROCf Pon NERIOR SHE W.NLI L0' AST', VAROUS, YE PIIJI U RAY WNIAWS FRAMED WIIH ffN SFIEATIIHG AMF L'INCRCD MINI HOUSEMUP BRICK PLAN SECTION ?J SCALE: 1/4" = 1'-0" Al STANDARD FRONT BAY WINIIOW 2.SCALE: 1/4" m 1'-0" SIDING N FLASHING-_ - MER, k F I.6 LiukN $IIIILLES? ?/?i?' 6 PIA4 ' E " N, j S Iv6?` PER?_ HEADER - NAN N IXILROR 511 NINE, EuDIHC cuss DOOR B IRRIDR PANH. SHLAIHIIL RNND CW V 18 A I Al, N41 WING- r14MIFV WE 059 51DIMC hW CMED WQH IIOUSLWRPP SECTION CZ? scALS: I. = I,o. REAR BAY WITH SLIDING GLASS DOOR ¦lm%V+A?0ir% t"N ThP T1rPPC ('mmnanv lulu. -a FRAME PLAN S, F DEAL J SHlxar Hour m OVDLE r-Mnu ha,r - - - E)LUJ R SIIfANINC PANG WIIH DOVE MOULD I.e ECHFMMt SIFT EWA 2'-0' ? X-M' N77E' 4h9W5, SEE RAN ALL, DAY M1NfN.'MS FRAMED VH OSO SIFAMNG AND CeSRC0 WIIH HUDSEWR4o BRICK PLAN SECTION SCALE; 1/4" - 1' 0" -l DELUX FRONT DAY WINDOW \Q27 SCALE; 1/4" = l'-0' 116 LEDGER 911HhHIti hb1? 1v8-' ITADER PEN-? IAN E EWE F*Tl SHUNIING ESHRIOR PANEL SEATING HuM N j BRICK PLAN REAR HAY WITH WINDOW SCALE: 1/4" = I'-0' QTn III-TA 11 QUI- CT MN, PER JD 515 2vl CCll. A0R6 ALL My WINDOWS FWD W01 QS3 ElEA111ND AND CViERLII MN HCIHFNRAP r SECTION E,-?/ SCALE: I" = I'0" AML I 4hccl Dncripliw IN CRUM Em Em N DAN 10F: ALL !NY MIHODWS WE WE NSN WAM r, AND COVERED WUH Hp1sLw FRAME WRAP SECTION I METAL CROM EAIERN aM NO1L AD. BAY M1NDGY, rwcD MIN asa SIL Inc AND cmRFD M1H MEMNP n BRICK WRAP SECTION J MI n BOX BAY( 13 SCALE; I/C = 1-0- Sheaf No. BRICK PLAN DIDITOR SHEATHING CM (2)2x4 TOP PLAIE 'OYER IVh9/RM MK nFRAME WRAP RECESSED ENTRY V TRICK PIA4, LUCE FRAWNG FLASHING BOR0 ARCH DRIP EDGE AM DOOR EXTERIOR SHPIICC PANH CA RAAIO/RI TV (2)2x4 TOP PLATE FOYER BRf.K SIT PUM LEDGE FRAMING - NU-MOCB ENTRY, SLL- ELEVATKIN FOR SPECIIICATIONS - LASHING ORP CIl[t- - - A4GLE IRON 7RNlSCM- EXTRIOR SHEATHING POE _ UL,- FOYER cm ROJO BMD/mN BOARD I Z? Ixlo- L JOIST F%CH SUB - NU-WOOD RECESSED ENTRY ( RECE SSED ENTRY DETAILS (?A::) ) SCALE: 1/4- = 1'-0' TOP IIIIY. l N` / V ti+ 6 / ,.45 1 Y' EXTEND TO II _% CEILING JOIST FOR ATTACHMENT 2x8 RIDGE ?Ex IFND TO CEILING JOISI FUR ATTACHMENT ?nE? II 4 II - EXTEND TO CEILING JOIST FOR ATTACHMENT 4'-D' s RAFTER CROWN MOULD CROWN MOULD 2040 IN W/ 'ULARSCRCCN BEHIND deb 3'-I FRONT ELEVATION DELUX GABLE` DORMER DETAILS ' SCALE: 1/2' -r . i i r i I r r- ISid _ By ALL I Sh¢I IM,,chol (2) 20 STUE 2x4 CRIPPLE STUD I r SCALE: L/2_=1-0_ (2) 2v4 HIP DORMER DETAILS TOP PLATE 20 JACK / STUD 2x4 SILL PLATE 2x4 BOTTOM PIATF I 1x6 2..8 RIDGE- Ix6 1.4 I/Z• SHEA THING RAFTER Hl I 5• - HARDBOARD 2.6 WIER SHEATHING (2) 26 HEADER` 2x4 CRIPPLE 2040 FIX W/ SOLARSCREEN BEHIND Iv6- L4 DOUBLE RARTIR 101 2-D' C-D' q_D• IL HFATHIMOBOANGRD n GABLE DORMER DETAILS SCAIE: 1/2 = 1' 0' Y I' STUD 2'-1' (2) 2x4 ROUGH TOP PIATE OPENING o Ly C - l 2.4 JACK STUD I.4 CRI PLE -2x4 SILL uD PLATE II? i_I• 112 -2X4 BOTTOM } 1 PATE .11 fi 2 TRUSS 21 _I .d CROWN MOULDING d8 (RIPPED) 1' 1' SIDING 4-3/4' OH SECTION TRUSS - e 12 _ N r = 4-3/4' ON 0 ENTER 2 40 WIND W 3'-9' ELEVATION N INIM " 2• 2%G = _ CmwouD RIDGE DETAIL /a eeo MOULD '. - I I/1' DID WSLIDINC r 2,10 NlTIX B' CEA.INN BASE MOULD _ DRYWPIE I/2' URMNL _- 2 51e' Ito WILD DRMNI ? - ?g ID I.N 11 ELEVATION ?- - TRAY CEILING zxs - DETAIL BOX CO UMN PLAN viEw ® ILLLJI - DETAIL INTERIOR CHAR RWL SCALE: I/2' = 1'-0' 11. 1 J 11 E 216 ELEVATION m MST a1s DRNISIUI'IING BASEMENT I• BCSC 7RM 1 2 6 PRESSLRC 4.4 2-0 - - . I--r :: 1REAiED POST UM WOULD -a.COLUNN E INTERIOR COLUMN DIMAU SECTION THROUGH LAFtGE I0 I6 SUNROOM W2 " ? . x ., PLAN s ? SCALE: 1/2 = l r CmW N0 (DINING R ONLY) 2.4 SCALE: 1/8" = I'-0' . ' -i 1 ROUND COLUMN 2.4 7/16 DST TRAY CEILING ------------- ------------------, DETAIL (I TERIOR? t?? A EXTERIO 1/2' DRfNALL PLAN DETAIL, GRDCR TRUSSES- _ WALL CONSTRXMN _ 200 RAPERS k- 2KID RATERS a 2,2 wclRS E 2 mAaRS ' (11.9 SCALE: I/2' = Y-0' 10 CAP SCALE: I/2' = V-O' DIGINCIf4 D TRUSSES-ILCOR CONSTRUCWN-T- (MY E DIEN A80/I) I I IUAn SCE PLAN 1 1 ' j WRIG WALL OtY0l0 j YANG WAR BEYOND 4 1/4 S . SCE PLAN CROWN bRIC R?JF 1RUS5 ' J FOR SIZE 8.8 WOPD POST ANCHORED R i W IAN' ';AC OC 2.1 0 24 2x4 ®24' OX I / TO CONC F, f. / - , , j' SUNROOM HEADER I SUNROOM HEADER -, ANCHOR IPA-44. 13/5'DASECAP- - ' I DETAIL - RANCH DETAIL - 2 STORY w w LL OPTIONAL -?. 21 NNLk:N f SCALE: 1/4" = 1'-C" SCALE: BEARING 2x4 CONT. z,B coNT. -? - -- -------------J_____-_--.-__--___-J COLUMN 2 - _ NW CETO? _ u1CM' WIILA,X)N N001 Sh7Ai"WO-?-I Y-HOLD ROOF SKATING, CCT - x 10 WRAP AT TOP W/ 1 h10 RAM, PEN( 10 ENSURE RUG[ ICNI EDGE CUT AT 45'. EE PLAN EM' (2) hlD DBE PanD-? C Z? ^ .? FOR SIZE 4x9 WOOD POST ANCHORED ?O CONCRETE W/ KANT-SAO v + "H TRAY CEIL[NG DETAIL ' ' ' ' 0 - IELD IWII RIDGE DETAIL E 'E" ANCHOR IPA-44. " ? r'z SCALE: 1/2 = 1 -O -.12 RATER Or] ?j lU L1111LR 10 E .. E L AS H ? Y ,xB BEARING CIWfl RAE y' .. -, COLUMN L12 WRAP AT aonoW w/ ? ? - EDGE CUI At 45'. (3) SUPPORT BLOCKS ' " x 6-1/2 x 1-1/Y PLAN, 6-1/2 ,FEE E 10 EQUALLY SPACED IN COLUMN. y - 1 3/8' DISC GP BASE TRIO JOIST _ BASEMCNT ELEVATION NON BEARING - COLUMN ELEVATION BOX COLUMN DETAIL oCOLUMN DETAIL (INTERIORDETAIL (INTIRIOR 3 EC (FRONT PORCH) 14 ' ' S TION THROUGH SMALL I0xl0 SUNROOM 2.4 SCALE: 1/2' = 1'-0' SCALE: 1/2 = I -0 Z 4 SCALE: 1/8' = I'-0' ra.ilBA1..n./1 TL. Tl.,---. r CTn nrTAII CLIrrT SI8"Br ALL 5heetDom4tw CnlIIA1N nffhllS Shoot No. . 0. . .. .. e e e.. I .. ."\.., ., 11 .,.l 1l .. ? 1 1 1 . / . /. . u.. •. .. . . - RIK J X 11 I/I' C Ft1NFR FASTEN SHEATHWC TO FFMH WITH Ed CDI MI,9 IN 3 GRID PAIRRN AS SHOWN AND 3' O.C. IN NE FLAWING (STUDS AND SILLS) fT 1 LNIO IN. HEMER-TO-,IKK-STUD STRAP ON BOTH 510FS 01 MHINC FITYP-I(INSTW I. ON BACKSIDE AS SHOWN Fx SRTE FIFVAIIIIN, Rff. NO. I\HVI WIN, N) 2'X 4'(W Tam GI' I@LTR (p[ TERM WAIL KGMIIIII 2' TO 18' (HN9ND WIDER( TOP PLATE cDNTµIIN N. RCDUIEBG PER R602 3.2 BRACER WALL RGMENT PER SNEIOMNG TILLER IF NEEDED 167 SINKER NAILS IN 2 POW N J. RC. . MEN HEADER-10 40-511111 SEW ON UUN WS.. OF CRENING (R[I, t6 LSTA2A) NAE SOIL PLACE TO 60M PER USE EIYII(f@EG WD FPM DM, I-7751 OH uG IOM11fR HM N75I TO RININrE POTEWAL FOR BLCNIA'G MR HAND JDISI Er II .LI IF PPNFI. SR ICE IS NEFDEO R SMIE oCNR WINN 24r Of DAD-AU+n. •I•I . -- HAOCNJRO 6 NoT RFNJEED. errs.... APA DET) SCALE 1/2' = 1 APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS {STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF_3) SCAIP. F12" = I'-0' 3f5' DIN, TExKNESS ! r \ 00lTlI{CNPAL H70 ID. IPA311N00111 •I'I PANEL 3NADNNG (YP.) (Rff. u0 L1PQ 11 h uNrx'nml ulaTUw Px1? •? I SIDE ELEVATION ROL 501E PLATE TO PER TABLE P6023(l) WOW SIAUCTURK PANEL SHRINK UER APPIRVID MME J067 OUTSIDE ELEVATION IMIdNUHI COOP rfffA91WI CRU FOR USE ON IHNEs WITH FULLY sETATIo SIDE ELEVATION W 571E PLATE TO JOIST PER 7ADL1 RK2.3R) APPRXED NWU JOISE NW. SqF AATE TO J71ST PER TANLE RK23(I( WROYED BAND JOIST SIDE ELEVATION PINY1D OR OSD EXTERIOR WALLS. PER K 8602.10.5. MADDING WORE WIALPII YLR [it ANI.WM WWOFAL:IURIHS HCENX@AMH1N. THEY We ALS9 HE H91Ma1 lRMMIY- USE ENGN{[PID WOOD MW DCARO,-I_ftEf, OR LEY LOWER RIM JOSH TO MINIMIZE NUTNIK F(R III MR WWI JOISI-- APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS -(STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 3 OF 3 SCALE: 112 = 1'-0" Cl. ool WIS. (laws) 1RL NA! Al II' ISd ME AT 12' 0C. Nd MI Al fi CC All IRARING MEMBER'S AI PANEL EDGEE R' O.C. Y4 ALL FRAMING M0005 IIPONINtlI COUP NEDNNIMENP. NOT AT PANEL EWES ONLY FOR 1156 ON HOMES WITH PLLLY SHEATHED PLOWD AP 057 LdILRAR WALLS, PER PC R6D210.5. EXAMPLE OF INSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 1/2' = I'-D" ORIFNIATm OF CORNER MO MAY VANE 6d ML. AT 6' 0 C. ALL FRAN YN NE4l>ERS Al PANEL EDGES AND 12' OS. ON NI. lRuiW KODER5 NOT AT PANEL LIMES (IRP.) IMPORTANT CQX REWYREMENT. ONLY @R ELSE ON ECIM6 WITH FULLY SHFAIHID PLYWWD 9 OSD EOLHOC WALLS. PLR IRG RWLIO.SS EXAMPLE OF OUTSIDE CORNER DETAIL PER 1RC R602.10.5 SCALP, 1/2" = 1'-0" CYPSHM WALL MR KTALLER IN ACCONWCE MIN IRC C AMER I (INTERCR) V%Vd %d'"%n Tha nropq Cmmnnnv I rTfl f1r7TAIl CWV "TIs", - IAYNI Sk?De PI, Sheet No. CJ] Q.' Q W Q E- W W Z 0 c? C- . ti 4 RETANGULAR TUB PLAN SCALE: 1/8" = 1'-O" -1/4 ou 112' WRITE LEM 660AHCLE 2s4 SOFT HUFF WN1 NG III W` DI TED A- SECTION TIRO REMOVARIE PANEL. Ai LH PIAIFORM VAPo6 (1'-64) 4' VARIES [L-N-E) r OPEN 510E ELEVATION I I I ,?, cf ------------------------ -------------------- 1 OPENLIC VARIES {i- ?'t) OPENIW vM6 (2'-3'1) I • } I PANEL CUTOUT PANEL IUIOUI t WITH TEE) V FRONT ELEVATION RECTANGULAR DROP-IN TUB PANEL ELEVATION` SCALE: 1/2' = 1'-0' r VARLS t2'-15'0 l r \ WES f7 e'}1 i 2-1/4' GSE MOLLUMC 1/2 LURAPLY - NITER 112 FORAlIY - YNFH OUISDE IAFNM CF ONSPTf CFEIM OF OJNAPLY PANELS, N111wnY PANELS. Ru WIXIINHC . 4v 'CLOQA (1) PANEL TO CNOUT FOR WHI IFOX NOTOR ACCIRS AID DPCRMINE) r VARIES 1• 1111101 MCVIENU FOR REPLACEMENT PANEL SILL PANEL SECIUN OEINLS ITS SHFEI. 2-1/N'L`A5F WOLIN% 1/2' WHAPLT - RINN MIRE FORMERS OF DWRANY PANLIS 1/2' TT - _I" uuISILIT CORNEAS OF ="' FERRY RNEts. " KARL MUULNING OPENING VARIES (3'-14'1) I• PAWEL CUTOIF OPEN SIDE ELEVATION (9?. FRONT ELEVATION CORNER DROP-M TUB PANEL ELEVATIONS SCALE: 112" = 1'-0' 2-1/1' CJSF KJUUwr - --Ix? , 5' LOHC RDC IHC MAHLII TO DACK 59 OF PANEL CUIOR. I/2' OIUPAPLY i s i LCNC ?DCxwrnllrusu 1n eAEK'?DE of PANEL GUICVI, mlul rnld rmel Fmm ---- ' ll I I WK OF FAST I. CHOCT. - ' I L / (ASE 1xAR1XHC 4P1FU TO IRM SIN OF PANIT WELT WDN 112 - -01 INIMURHH4Vf.INf: FELL. PANED-___' PANEL SECTION DETAILS SCALE: I" = I'-O" 'PANEL RACK .?-'.? .. ?r w1 rrT .IA Nr NI SM.1Drvmfi- 2-I/4' cu WUMOPIC 112' OIPAEY - NINR OUTSIDE CO?NERS OF DDRAPLY EKES RASE NOUL11% w VARIES a' W CERAMIC NIE 2' BULME FILE SHGMER PAN PEN NOUSC FLAN. Los: SIDE ELEVATION e/ SHOWER 60 (PAX RILL 7' IL I NOSE TIIF 4xHPH HAY PER HOUSE RNL SIDE ELEVATION W/ SHOWER S31wal VVI\1\LI\ I V V I L SCALES 1/N" = I?-0" PLAN 'II li A II 4 = IL---JI FRONT (NI SIDE REAW TUB DETAILS SCALE: 1/0" = I'-0" 2 ROWS fi ME , CAP NOTE CL? PC %W 5C w Fos UNDER WIICOW (IF WNDOW IS PRESENT) PLAN CORNER Y? 41OWER SEAT 1 A ? REdR ? FRONT 518E \v ?R SHOWER DETAILS SCALE: 1/3" = 1'-0" SD GP FITS iIMIFR WN7X70 HE WINDOW IS PRESEn PLAN STD. OWNERS BATH DETAILS (WITH SEPERATE SR Ik) SCALE: I/8' = I'-D" PLAN y II II II 2" DALINE6E TFE ' 6' COME TIED _ J Su E SEE PROF-IN WE E -PANEL W ELEVA ATORS EHT. D.02 m PLAN TRUE PAN - Z SOUNPSE RE - F CERAMIC TILE REAR REAR SIDE (} WITH HALF WALL L NW OR TUB DETAILS (1ET7ED TUBS SAME DETAILS) SCALE. 1/5" = 1'-D" 2' EULUASC TLC CLWesUC :y^ 'OAP g411H CL OF ° Wlh M1W p F' fEt. b SHOWER DETAILS SCALE: I/e" = I'-D" DESIGNER OWNER'S BATH DETAILS ;CALF,, 1/E" = 1'-0" C YIAN 0 0 SIDE Q cCE- HALL BATH (CONVENTIONAL TUB) DETAILS SCALE: 1/8" - 1'-0" r--=11 I Ili TOAD. dR II II - 2' ELAIROSE TILE - CEFAMIC BLE FRONT SIDE SEC DFNP-IN TUD REAP © PANEL ELEVATIONS W. D.OY JETTED TUB DETAILS SCALE: 1/8" 1'-D" JETTED OWNER'S BATH DETAILS SCALE: V/8" = 1'-O" (SHOWER UNITS SAME AS SHU. BARE) LATTAMN -MIRROR PEDESTAL SINK Ll-?iiILET 11V'ER IK)LDCR PAPER HOLDER ROWEL EXHAUST FAN R Y TOWEL EARS/EXHAUST FAN PAPER HOLDER/TOWEL BARS SCALE: I/8" = I'-B' VANITIES - SINGLE VA4I7JES - BETWEEN WALLS WNUM vnB " T lm n w xk now MASHIES - DOUBLE PED SINK DETAILS" VANITY DETAILS M - tH . v'Nmp MOLE SCALE, I/8' = 1'-0" - Ol IDix vwIR ln amx . O5 uss iwx iY -- hl l? ranTN: (STD. 1x POWDER ROOMS) scal.N: MI WH . n" LR WI In Iran W K ALL DATII AND OWNER'S BATH ONLY) 2 ROWS 6' TILE + W NOT: CUT FIRST ROW 57 CAP FRS UNDER WI IF WINUOW' IS PRESENT) 110 PLAN i(f DROP-IN IOS 7`-" PANEL.6LEVAI PAININj FRONT SIDE SHI. D.02 ?) - CORNER TUB DETAIL SCALE: I/S" = 11-0" ThP. DrPPc; (;mmDanv I ?Tfl UTAH ?NL?TISMR, ALLI W,M! r4'tmn I I Sheet } ? - All FOUNDAH04 WALLS TO BE B THICK H'ON ET-O' WALL AND 10' HICK FOR 9'-o' WALLS, CASE IN PLATE CONCRFIE 30M PSI MIN. UNLESS OTHERWISE NOTED. - PRFAADE fCOTER DOWN FILL ON INSIDE AND OUTSIDE OF IUUTLA IV SUMP PUMP OR 10 DAYLIGHT. - FNSEMENT WNDOW LOCATIONS MAY VARY FROM DRAWING DUE W LOT CUNDIBDNS- - 3' BRAIN TILE THRU 'WHEN AT 10'-9 U.C- - BACKFILL MIJACENI 10 FOUNDATION WALLS SHALL, MCI BE PIACFII LIMIT THE WALL HAS SIIFEICIFNT SFOENOTH AND BAD BEEN ATCIIDRFD TO THE FLOOR OR IM BEEN SUFFICIENTLY BPo!CED TO PREVENT DAMAGE BY THE BACKFIIL - MMIIMNM ASSUMED SOIL BEMMNO CAPACITY. 3.W0 p.sC - WATERPROOF EQJNDATION WITH RUUMINTAZE SPRAY. - W,NIIDAL CONTROL JOINTS IN XLMEM ICIINDA NIN WALLS - SANUARD LOCATION (WDEUNES: T) PACE A CONTROL JOINT IN ALL MNBRACED WALLS OVER 30 IN .LENGTH . (NOTE, 'Y MIS AND CORNERS COUNT AS A ENACT) 2) W'INDOW3 THAT ANC LARCER THAN THE STANDARD BASEMENT WINDOW RrQUIRE A CONTROL JOTIL 3) (,CNTROI. JOINTS ARE NOT REOCIRED AT EVERY WINDOW TAI IS SIANOARD SIZE. 4) IF THERE 15 A STANDARD WINDOW LOCATED IN A WALL SEGMENT FLAT REQUIRES A CONTROL JOINT, TIE" TIIE CDNTR21. JOINT SHOULD BE PACED ON THE SIDE OF THE WINDOW FLAT IS ADJACENT TO THE LONG SIDE OF THE WAI1- IF THFRF IS MC TITAN ONE. WINDOW IN A WALL THEN ONLY ONE WINDOW SHOULD HAVL A WNIRUL 104E 5) DOCIS DO NOT GET CONTROL JOTN[5. 5) CONTROL JOINTS BIOULH NOT BE LOCATED WEAN 3' OF A BEAM I'OUKEI. 7) CONTRIM. JOINTS ME REOOTRED AI THE FIKSI AND IASI SIFP UOWN AT STEPPED BASEMENT FWNMTICN WALLS, - Ni IFIATWORK SHALL (LAVE A MINIMUM CCNEREIE STRENGTH OF 2,000 L65. - SMOKE UEIECTORS TO BE 1104 AND HAT) WIHLTI. PROVIDE W[LRY{TACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, Mi ALL SOUND). - ALL OAS ApPLANCFS MUST BE NNSTAIEB PFR MANUFALNRFR'S SPFLIFILAHONS. - HOLD TILE CENTERUNE OF ALL LXIERIOR LIGHT FIXTURES AT 5'0' OFF FINISHED IXI[ROR SURFACE - A STAIR EUNDRNL, CN ONE SIDE ONLY, SHALL BE CONTINUOS FOR TINE ENTURPLENGTH A IHE'.STARWAY, AND ENDS SHALL of RETURNED TO A WNL OR POST. THE HANDRAL MAY BE INTERRUPTED AT A NTWFF POST AT A [URN, - HWDRAIS SHWL BE INSTALLED ON ALL STAIRS WTII 3 OR MORE RISERS, HWDRAL IIEICM Si BE A MINIMUM OH S4 Inches AND A MAXIMUM OF 39 inches, -41 IWiDMIL GRIP PORTIONS SHALL NOT LXCEED 2 5/8' IN CRCSS-SEC11GNAL DIMENSION, - KITCHEN BACKSPLASH OUTLETS TO BE AP) F1.A7 (WHEN IN THE BACKSPLASH), 37-1/H' FROM TOP OF FUBrOOR TO DOTIOM OF - CUARDRAILS MUST BE A MINIMUM OF 36' 111GN. GUARDRAIS AT END OPEN SIDES OF ;TARS MUST RF A MINIMUM OF 36' TACIT NEAGURED V[RIIS%flY FROM THE HOSING OF THE TREACE, ITT F%1RIZONTAL SPALING OF TIIE IRRIICAL BALUSTERS SHALL BE 4' O.C. - HITRMOSTAT TO BE 64' OFF OF FLOOR - AT LOMER LEVEL, PROVIDE A ti LUNG 2x4 WALL WITH STUDS AT 16' D.C. HELD 1' OFF FOUNMUON WALL FOR EIECTRIC AND STRUCTURED WINING PANEL Ni WALL AS REQUIRED. - C91NIT SIZES MAY VA f WITH FULL-OVERLAY CABINETS. - CROUND FAULF CIRCUIT INIFRRUPIER (GFCI) OUREIS TO HE INETAI IFD PER NEC 7005, SECT. IO.S. - PROVIDE HOSE BIBS PER DIUSI04 SPEC, SHEET. EXACT LOCATION TO BE FIELD DEIERMINTD, UNLESS CIIFRWISE NOTED ON THE PLANS FRAMING NOTES I SECTION, DETAILS & ROOF PLAN NOTES - DESIGN LOADS: LIVING AREAS. 40 P,c,f. LIVE LOAD + 10 pal. DEAD LOAD = 50 p,sJ.- SLEEPING AREAS: 30 psl INT IOAD + 10 ps.l. DEAD LOAD = 40 p.s i ROOF 2D psL 19 LOAD 1 20 p.s.T. DEAD LOAD = 40 p,s.L - Al WADS ED BE 3 112' UNLESS PIHLPWSL NEIED. - BANE ALL BERNBC, EAILHIUR, NIGHER. BATH, STAIRWELL. AND CRUDE WALLS AT IO' 04. ALL OTHM WAIS TO EE FRAMED At 24' CC UNLESS OTHERWISE NOTED. - ALL NON-BFAAINC INTERIOR WAIIS TO BE AT 24' 0_C. AND ALL BEARING INIEROR WALLS 10 BE Al 16' O.C.. ALL 2ND FLOOR FOYER WALLS TO BE 16' O.C, FOR OSHA REOUELMENIS. - AI. WOOD RFAMS AND HEADERS TD BE S. PINE 12 KD WITH L-I.AkNU ps.L w LVL - All WOOD JOISTS TO HE S. PINE 12 KR WEIL E-I?UO.WO pu. STAN MUST BE LESS IRAN 20', USE HEM FIR IF SPAN IS 20 CH MORE. - NI. M;s TO BE 1JM MICROLIAM WITH 1-2SOD, Fv=ERAS, M0E=1,9, FS=ISO. - PRGVQE 4-1/2' SOLID O WING 10 IOUNDAHJN OR BEAM BLIDW FCH ALL BEANS, HEADERS, AND GIRDER TRUSSFS PROVIDE BI )CEING BETWEEN JOISTS AS REQUIRED. - CHECK SELECTIONS FOR FLOOR CXRINGS AT TOP AND BOIIUM OF SfA1R RISERS AND ALULRT RISEN HEIGHT AS HEFIDERL - SFr FIREPLACE ELEVATION DETAIL FOR ADDITIONAL IKAMING HLOUIXLMLNIS , IF ANY, AND SEE. SELECTION SHEET FOR SIZE AND SI11E OF FIREPLACE. - PRCWIBC NOLKINS, AT AL INNDPoNE ORACKE S, TOWEL INKS AND IOILEI PAPER, Hi lDCA110N5. - PROVIDE 2C MIN. FIFE-RATIO DOOR WAIT CNWC AND LMNC ARLA - PAIL OUT GARAGE WALL CAVELS/ FLOOR JOIST CAVILb 3-1/2 W RECENE FULL BATE 0i If ITEATIi 1100111C ARE PRESENT . FRAMING TOP HVAC CHASL IB ECILND DOWN TO GAPWF SUB, - ALL BEAMING WALLS 10 HAVE DOUBLE TOP PLATE. - A P Pv%LEY L%BU0 EN[LRIBR WALL. WALL SHEATHING SHOULD CONUNODUSLY RUR 10 BOTTOM W SITE 11 WR, - A.L. LUMBER CCITACTING CONCRETE TO ED PRLSSURL IRfAIEE. - ALL FASTENERS, INNGERS, AND OTHER CONNLCfORi IU HE USED WITH PRESSURE TREATED WOOD ARE TO HAVE ZMAX COATING (ON EQUIVkLN[) HOT-DIPPED CALVANIZED OR STANLESS STEEL - 41 EXfLRIUN WALLS AND INTERIOR PEARING WALLS, FRAMED HICHER THW THE STANDARD PLATE HEIGHT, SHAD RE FRAMED WITH CBNTINUOUS FULL HEIGHT STUDS 10 THE HIGHEST CEILING PC NO INTERMEDIATE BRFAKSI 13 PRNLNT LATERAL HINGE CONDI LIONS. - ALL EXTERIOR SHEATHING 10 BE.T/lfi' WOOD STRUCIUHAL PANFI, SHEATHING OR FOUNAIENT W/ IIOUSEARN' - CUAHUNAL DESIGN LOAD TO RFSIET A MINIMUM OF 700 LDS LATERAL FORCE. s H i s R - PRE-ENGINEERED TODD TRCGSES 0 24' O.C. UNLESS NOTED OTHERWISE. - SEE TRUSS IIANUFACIUREH'S SHOP DRAWINGS FOR INU55 UYGUI AND DESIGN INCLUDING CIRCER TRUSSES AND BEAM LOCATIONS, - ALL GIRDER UlRus E5 to BE BOATED T%rTHER ACCORDING TO MANUFACTDREfi'S SPECIFICAHONS, WIERE REQUIRED, - IROSSES TO R BRACED AND INSTALLED ACCORDING TO MANUFACTURER SPECNICATICNS, - TRUSS MANUFACTURER'S 00,1114 1 ARE TO DmiDE Or sHEATITINC. - ROOF TRUSS MANIIFACIURFR TO SPELYFY All CONNECTIONS AND HANDERS ON SHOP MAINGSo - REFER TO IIIB-01 of In (TRUSS PULE INSMME) FUR SPECIFIC BRACING NEGOMMENDAHUNS,AND HEWIREMEMS - ENGINLllt6D INUSS URAWINCS AI,UNC -/ IIIB-91 ARE To 9E PRPAID[L To EFuD BY TRUSS MANUFACTURER PRIOR TO ERECTION Of TRUSSES. - PRUDE A 2A4 LEDGER 10 ACCEPT ROOF SUDIHING WITH A FIRST FLUOR ROOF MEETS THEI%F 06 A SECONB FLOOR. - A SLU'-AIHIERING POLYMER MODIFIED BITUMINOUS 5HEEI SHALL BE USED FROM THE EAVES EDGE TO A POINT AT IrMf 74' INSIDE THE EXILRIOR WALL LINE OF THE HUILLENO - PROVIDE 151 FELT PAPER UNDER SUI IFIES - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND DIMING WRING COISIRUEUQN FOR AIL ELLMENIS INCLUDING WALLS, JQOSIS, TRTSSC7 CoRims, MAARR' AND OTIIrRs As RFDUIRFD. ELEVATION NOTES - WINDOW STYLE AND MULLION', Wf VARY FROM FIIVATIDN DEPENDING UPON IWNUFACIURER, Si PATTERN. IlT'E. LAC- - FROM DOOR COACH LORD (lr AM') 1) BE SET AT 5'-B' ABOVE F14 ND SURFACE. - GRACE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6' 'PoDI4 THE FIRST ID'. - PROVDE NUDGE DOHA' DER EMPIRE Hi (INCLUDINC CABLES). - PROMISE BRICK WEEP HOLES WITH WEEP CADS AT .F3' c.c. WITH BRICK 6NI6R. ' - PROYIIR.' FLASHING AND WEEP HOLES ARM BRICK M'GLE IRONS - PROVIDE BRICK WAIT ITS AT 16'0.c. ITORIZONTAFLY AND 4ERMY, PRCAUE BRICK WALL IIESWTHIN 12' OF ANY BACK OPENINGS AT A MAXIMUM DF Sfi o,c, AROUND OPENING. - PKmDE HAD LAYERS OE 11VFK IN AL AREAS Of STONE. REFER TO DHAL ON SHEET 7.C1 IOR INSTALLATION DElAli - PAD-M&AI-GABLE ENDS -(WIIIAUI-CAERE-LSILNSIONS) WIIH I-Ic6 WITH THE T,A OVER THECiOP TO OMN THE ENDS -OF-THE - Saw, WHERE SPELIFlFr BY HOUSE AND [Ti - USE FXTFRHOR PRLDLICEVE COVERINGS ON ALL DIRECT 01 FIRIPLACES (IF ANY). - -- - a - r TT C,.n Be DDT I Sheet Drc io%i SCAI F. 1 /B' = 1'-0' I Ausipr V6NN rnl. Sheaf Lin No. Fo :if m N 0 to CJ '? JOIST SPAN 7.4eLE 30 °? ••,;?OIA1ti?,•' ?`' W,x 1115 .J ?iY C 1 ! v L? - SP C7E 4RA0?' , C, 0, C, L 12 "O. C. A = W/'CE'L. @ 3?" a C. GOVQLEI) 1H "'v^.C, ?X)O TO,PlNk? lO" 20,-7" - 2' --- I? -S 17-a' IS-I- ,4'--7 JOI-5 ISFI,4f/) SAS E" C 4o PSF L.[ .? I jF'ACIN?, i-Pkc1ES ? C;RSI?E i /G D.C, /2 ' O.C. !G'-,,•,/?e1. ?? 3?"o.c.? J?oI?BL.=O Q ;a"G.C. f frXl?J £0 I'lNL ;??I f. l I >a __ - j2k0 aAF ? 7° 13 •_ a- 1?7 G - IS-vr ? _ - ? -- - i??ICJ a PF 1 5 - S,. 17 3 ,. J7; l1 ? r9 = q -5, MEIII E! /p r7 - W- - 3 " A%0TE ALL SPAIN A.4E C1_??l? PAtl y? n IP d ?$ n a ? 0 YM Cn O .?. W G w e a td y? l ' m m Ut m to 05 to D z A LJ xi z N t? m Z 2 i ? m z o 0 m 0 ?T ? W m iF UAII1 /'&Ub 11: LL Jl ltl/Jij(Jy WULH Gut"L It Apr 11i ?2 04:ilp HRquest 917-591-8856 TYNCA'L 9' pLAIN CONCRM BASEMENT WALL WEBER coNcRETE OON$T'RUC'nON, INC. Aphl 1B,.=M Nn.lfi54 ? /p„ . STATE CS W F. , * ? A ? f r / //tT/mil, G -4T Il a 6. A I` a •Qwe+'c>f'? _ A ,¢?j'?fI ?aer ? r a 9 ,VlPI.-ce v a a Jr r2F ? - L7r! : - v ` . v ;?x?,??.w.tf?. • 1 +si??.pryy~e? `X JD ncrhar o?1a? F'ALIL ni p. I c4"-c,-e 7Rr 7 3 SUr? fart cn,-? ver CJPr's rifer` . ?a? .,'?J LFSJ c{ 3 - '*Q^ .?rrpir?Y I ' J vL a?.at`.6; ory.: Ts ^ T.:7? ?f y ? ?Y7r *; G'a? ,n<i.9?tF ? rto o'n .sr.'?Cr??ar>'.t!' CQ?C/?? 3aODP'? F3.R RIII WI LY'. IA FIFE 10 PLLNS KR l'i"I* -'11-x, SF1,dBIN9 SI AN1 SILL, 111I I NV ANCXP9 SLAMS C 36' tl.C ANT, G Ip' faCL CL'Tm1FG nx sa ENGS. FTO; NII ATION WAULl PLIVREG CLIIGR-lL -1`I MS NPN1 10 J 90'. -onw/w`ARAw wns FFOrI PI-1 ROILY - FONGE MFEP IRMES 11 s]' 0.t. ",'ITT AOIFTRTYI CNGIN[[REG RP^P 1R115.SLS N LNi AI ILIIA :IL1 MS FOFI WIPC n10 51:11 UNI 1, Am 5EMBLY. -61111 NEE, NR-' S 11 .fC 0.c. AEo'. ".7 e. WL A NGLL N' . NES11REO AC..in;ti RR'.u'. AA HMO 'I +0. HRATE LIL NLIL4TEG SXCRIx•N? leua 11/11 msmunuecL LC_IIF AAGtIj -k-p YPeM1 81 UAR 1 1 T In 21 " LLS ?? Ig I I ' IA Mslil 4 FLO JM'J S PIX ENTSLPB C MI -imb PS noL El tl CEP MIL I POLY v P REI N59 1kw[T[F p AGf N111 1 IF F[a.IREO 61 Nu N lr» -B' rrcsREn ea ' I u TYPICAL WALL SECTION FULL BRICK NTS \ \ ? - \ ? FRI \ dw? I-IL "I MILL. ? 1 1 I. xL P r. ,u- n RR- I LOOP ASSEMBLY. -[ularve LVfv .SJP 1RLy59C9 r1EFT R \\ F -LTrv LSNTIPIL B!'.[ PLANS rCF m" NIG T/IC FRI L bL pw P00f 10.1 P •1Y.IE Swa CLES RATT FNR N IVILL ASSEMBLY 11 i.". S.." r IIIiLE xLI1 11611E 011 LIN'-N WI VdXIrv? T?1FR6" OSN In $1PI II:IIIHaL 1'A II -E-IJ 'AL '.1 2AT1 'NSVLON W 1. ih..rp IN wLC -I/Y- LHYH9LL PwaH Assf MSLY. 2,19 .1"' -P TO RIPS, FCF IPIIEHNC? -5/6 " BL SLIEAlIRL, f UEIO 119 LORE 17D SILLS. -214 P T. N" -,INA50rv u B Is AN.NNN shoos GJ? 0.C. AXI -?2' PRIOR CDRO R$ OF MI FIN FOVNOTTI9N ARIUR.. -190P PSI P0.1.F I RLDRESC NEwC soP Pau eCTTCu -GIMP AIEAPF.OMNG A' EINVREG pY "IRFOR ITV J ILL wm- Y MLL A.LMOLY IA, -6P R.x MCP N0.('S sT OG N.L neod ALL W FMO Rl 6p M"L ti1r.LL UII As RERRO -n' IINNINIL ullI AI ?1" R SP L1 -7rv1 HOUSE -11 ISGL11111 III w 00 A LFCAT1oNEF FILL' NAR R INS, Irvss I var u -wuis waL1 7 2 111 L / EuBT1NGs -111 PEG LOrCRVE BASELLEN - OR ul- - WO 10'HEL WI _ G PIN -7. OF - -1 IL-,1 1111 I! AIIL`ER Tr, ,NPR 1 GR,IIGE S, RE9 LV 11, FI LPILITYI -y 111 PE. CIL\VEL TYPICAL WALK SECTION BRICK WRAP Nib SIT u AFR . 1LzI Ml rsuLnew & AY 5 . Z fl ?nx m c £?, "! SFIy . N M .he ?}}- uw Cl7 ?.4 0 RNF IT I N? .L` w FQ® uEy'1 RII ?E NII .Pa[L 1 /ttIF21."1717 / n dl N A.1111 L"I R, R, Vv ?• g F I 0 0 VS/ - eeo ,RMw RII i B ?'p / KFa nIA H ? M I 'L R u(1nex? 1 m r g • ? z I D 9y /? A/ aL4a ? ? 1'i ?.]IR O10 ? L A SFY w 05130106 TOTE 06;07 FAX 317 738 3001 DAVIDSON LUMBER -»4 ZARING , 0002 - , TNVTrye OM PTDREESMRM•1dYRp1 ?L)1 - i 1 ? T 1 ORYtGDM L =v CIS SSOR .{ I/L1 .C Y A Y6 Rder roloplwdl 5!>rk B?Iglnp -, F1 atdfn IN 4131 _ - 6 ]OD a 1] 20DS IAieN hdlslfies, Me gel D6195133 2006 Page 1 6-0-0 12-0-0 , 72-9-12 t 1 _ 019-12 6.0.0 640 0.9-12 Fae=•.Y .0 M.T20c LDADING(ps1) SPACING 2•D-0 CSI QEFL n Doq VOaB W PLATES Gldp TLlt 20.0 Pbks Messe 1.15 TL OIZ VM(LL) 0.04 f4F >899 240 MT20 24Y190 TCDL 100 Lmroef Iweeee 1.15 BL 0.35 VeR(H) 4.W B-F >998 1B0 BCLL 0,0 Rey Streaa lna YES 119 0.19 HwzlTL) D.W D Na Ne BCDL SO _ Coda IRC2DDUM2W2 (IUG?9 _ wdp&M E LUMBER ERACING 70PCHORD 2X45YPNo.I TOPCHORD ShIciwal P•o0d 5TtPaa19 ntettly epprcd m 6-M ac pppte. EOTCHORD 2 X 48TP Na, I SOT CHORD RiOW ceZMq deb j apple. m 70.0-0 ac bWW. WEBS 2X 4S(P Na3 FEACMONS tlOW.) D-IMO&8,OQ47BN38 Nita Xp¢ 8=51(baC easel) Mee UpARbF1tl•11bsd tesa G). D=t54(k]d C83e 7) FORCES (Q)-Mart+f+m Cmrpcsn+?Mak t+im Ten9on 10PCHORO AB?Ytg, g•c?tOBlr381. C.T-tOSTgBA, RE 19 EOT CHCRO g F-241ME,13 =-244938 .us GF=9al6a5 EIOTES (T-8) 1)Uab.sfn radll; loads Mtge been=310amd bf Oft doa00. 2)'AdM: ASCE 7.W;!6,ron:Iw2kTCDL6.Oplt BCDL=3.6PY; Cslerq It Em O; ctWatM:~RS gable and Zm a!d C-C EW-mi )imre;m*am, utmet OOL°1.60 p2ta pip DOI.=1,50. Tile Otua Is designed Mr C•C fa men,bele end folws, and b MNSR9 ror leealrp IaR and rgM femova :L byedlkd. :) 7Nis btm hen Been aedgnad br a iD.O w! bvdvn tl+ae M bed mnwnaaltM sw9n srry one ha bade. I)BeatirlB at)rMge)B.DmnaNap paTalelb9ras+ale uanO ANSVfP11 a+Bbb greetlmns$. Btldtpq driBner enotedtMfycapedyo)beait6 harncl. :) PTwld! metlaltal mntenkn pyj otltm) d Iw b IteM1p fAap tawdt dximalmmg 154 b Lmlm mldbl B aM tbl m La9n al)o6n D. 6) The INas Is deFlpasl In eamdanw mLt d+! 20m Irdnnallmal Ratdde/dW Cade 98?f1e R502.11.1 aM R803.1OS arW Idenxpxd atelldaC AN5171p1 1. i)Bne rofviW raegh a NU on mBq'NUf l1p6T B1la/Dg'RFAC7IDN3'ee0.lpn ddde dantm -'MGM the arelGM M.^NOTES'eTI!S'F5,5,7ecmn& al , ernslr9 lhrnrg rtaY n" bthee 111111111111 r aIh' mea?erd t ma Sea..' b •.. Mmsli ti b upol. etb lkre .t1U l- 0 IaN9alrdldn4tdN)Nhadle.l ases Coca aLte IMnldp tts,0W tB oft lodge-daNtt aewen Mee ml sang h In Ote rcpereasN of mot Uas. `1 ?, L 41ry f) al &Mtlifg wn rwrs bl?J breee abm baU llpn raeUa and do}4ne jWg d deslOftlg leml nmvme?rt d tlw Mace a all xarea rienDBra buQk f? Ble sYre mreeSlpn. 6ea BC51-I ?`'(Q Oamponenl $mery lnblmner requhammlF. ; O?V?Q4'rp15TEq`?".? LOAD CASEISI Slo)erd ? f NO 60910419 STATE O`I- FI'ynn 2 0AY 15 05/30/08 TLTE 00:07 FAX 317 738 3001 -?- rrus+ ? Tsne Trpa T G9RL6 - o-9-12 6-0-0 (OADINO(PB1) SPACING 2-00 IOLL 20.0 PltleebMle 1.15 I COL +0.0 Llmlaer lnme 1.15 PCLL 0,0 Rep Saws Inv NO PCCL 6.0 Cdr IRmcc:3rrP12N2 PLATES ew 1.20 24411% H'WU: 5610 LUMBER BRACING t OP CHORD 2 X 4 SYP N0, f TOP CHORD Saudura»ovd 3aegoag d&Klso EPPad a&"oc p!4u. [TOT CHORD 2%4 SYP N.,1 007CHORD R100 wT69 dred2f sprfod a lOt-0 M bradng. nTHERS 2 R 4 5Yp Na.3 ¢I003 a9-12 Style • t PEACTIONS (VVze) Be IMiZ-0Q P125112-0-0 ,O-W12ANO, P?Wl2-0-0,0=6&12.0O.R.12HN 2-GO, W9WI2-0-0. WfW:2-0O, L•129M 2-00 0.18 Hers 0-51(med oche 7) Max Upfil5•-I8(med[ase 9),J=-5SUaed ease 7). P?39(10ed o 6A0=.4sposl case E).P.=5%lwdrmG 6). Ne-3TOdedW 71, M=46(1a eaee 7). L=50Ibad man 7) MeY Gr3Y9=125(W0 c+se 1), J-1250rase 11.O=BPIkad oSe 1),P•lOtlked cede 101,O=BBgded mee 1).R=InWdcec 1G),N=IC1UPed case 11), M=860aad we 1), L=12D(ka mw +1) rcweES troy-ma+A,a,m compreselaVmmmwPm Taaim 'i OP CHrjRJ O.B•M20, B-C?U25. G0=7(449, 6E=ZTIiB, EF•-ZBI112• F-G--ZB1112. GH?Z7RB. Fi1?0.'40, LJ=]BOlD.IN•/X10 IIpTCHDRD 842='JIb6,0.R=0.80.?-C?IB6, O•P.0166,N-0,68, MSV=O%6?, 1.N•D,fEb,J1=0M8 1LEB5 F-0=T1A,E-?-B4I51,O-OaTS3S, C-R=1W!04.GN•-64,51, H-M=7!/09.11=1049a MOTES (10.11) 1) DM9wlaea rDo; tM Toads have teen wnsnefed 1a this deii7L rilyd: ASCE 7-02;:Ampfn h=25R TCDL-6.0Osh BCDLU.tpd, C .egM II; E? C; mdaled; a RS g" end me ark C-C EdleiU 2) 2Pne; W,06 e Iefl end 4gN woe,:d : L=w DOL=1.60 Plme gip DDL=1.E0. Mo hoed Is dasyad for GC M msmhms end fans, ark fa' fC S im reBckm spcdW :1) Truss deOwed fa YAW bode In Ow Plane N the was eny. Fn Emds emased W Y d (ramal m On fscol see BC511 ark but2ry daslarm rwtiemehte- I) TMs trim has teen dadgrwd for a 10.0 psi bonma dime Pow IPea fgnrima:rn°fd uem t1Y odwr dm made. 51 AN P•,.° ere w hfM urlasa aftme;c kofi= 4 Il)Osme re tee wnibemas bW decd baafmg. bb r l m Illlllll Illlfl ) Go Cpr Wm RT Nhm) of wss lobea VQ pknt;0sbk el uimslsrdrp 46 m Wfdl slj+ S. SB b upim at)phe J, 09 m um et)om P. 45 e I) PmINde memer: wl ?L. HE1^rs'o,, m'PlA W jOh 0.501) wrdl Al -" FL 37 m UPW aLW N, 45 lb IPM d)dml M Wel50 FD UPM M joint 4 k,dNft=d ",lord AISOTPI I k ROM10 11 2 ' ? Q ? '. ` tCl f'?$7E%3 , ar .1 m . Somr %ilh do 2003 Irte.++lem1 R-enLW Cods afdkw P !q This Imss c deb d m9Blm OY:f a/e Sm 1 5 e 7 a erabmad eatl 3 d Poe dra al CTIONS' d' ' ` y F J Y , , , , , . e g aa en fi1an UPMf ale tlP,e REA ID)B die frg3alile reedl0m eleeT On aro ' • OZ4 : O NOTES eemerl of Vd6 tlraY+9 fr?aY ae faaUt Mw+rd hid eaten erd aro'Pmvida D1edS1PrJl aelalBCmr1 ..' la •.. Yirh•t1k %fY m IrPW -.' nos t10e N lea l tr f Y _ ?{ NO t . n ae requ xne+d o rd dvcgsfbe0w,efueNadcdaro tWtP+g Dade rdm Be-dam eeelon acesflol :tA9 71) /'B COaRelm:bl91[rel pleats nvA be'neutartd m peser4lalery rtosena11 c(tre lxaoe rc a'I brascd n?mtns audde In me same dfecriaa See 6L'9F1 _ ? ?91Dg19 __ smdblp cvmoeld5afelYlMOraaOm end OUMty dv.9gm legLLY m. = 1 l ; r? STAMOF Lowe cASEtst Slmdxrd '} ?cT'; NP , , fA.,IA _ ?. _ Yi. /M.1 nl+ \\ DAVIDSON LLWER .w fm o= 4,4 ZARING 5-49 um OFR P Iloa) wo Vn TC ON VeRQL) -0.00 J M 120 BC 't YsR(R) .0.00 J M 00 " 0.02 Hazgw 900 J Na We (mom) ?? II 11111.` MAY 25 2v 9e1 m.d= b wx= 05/30/06 TUE 06:08 FAX 317 736 3001 JM Tn+ee nw T2pe .. 1II?_D.R.MiGDM VO VALLEY I Sock BUeurq SUwb.6zi'FIh IN 40131 -- 2-8.1 L. LOADINGIpen SPACING 28L 1LLL 20,0 Plslea Llcame 1.13 tDL 10.0 1BCLL Llaldermaeesa 1,16 0.0 Rep SYasc 1. YES BCDL a.0 Cah IRC200YtP1200E LUMBER OP CHORD 2 A A SYP N0.1 DOT CHORD 2 X 4 SYP No.1 QTFMRS 2 %a GYP NR.J REACTIMS (Mkel A=76154-1, 0=73iS 1.0.1401541 DAVIDSON LMER oy- Frf 1 DREI Job F 6.2w s 4. M n= e -1? Z.ARITG 0004 2-6-0 CS1 DEFL 0 Poo ORR Lld PLATES MP TC 0.05 Vnrt0.L) Ne - N. 909 W20 241100 BC OA3 Vml(TO ive - we 999 WR am Haa(TL) 0.00 C n0 Ne IMew1 .- wel6nl: is m BRACING TOP CORD S,,,W Nod ?a1AM0 d &cW appr.d m 541 no Pertre- ROTCHCRD Ri21d Zlh9 dkeuy ep7Jed v 100-0pc badnO. Mmr R ,zA=l3Med ®ce 4) Mar 11RI --2NInad urea 6). C=40ed case 7). o=-2D(med U. 6) 7ORCE6 (Ib)-1Add znraI.B-Lpe=-37t3I RD A-D= ldm:m TCidm 1. TOP CHORD A-1•001A 7`l d .W95 B-D=-IDWSO 1o9reo IMPS (P-B) I)UbWw ed rod No beds Aaro seen 0xKIdarodb d81 deel9n. read eanme er demW ta& zone end CC a mz+rax em mrwe.aM bPTh>•RS r r) 7af0fAG9d Corder 00L=>.BO aeh OP ODL=IPFA. EVC: anMCL leB9ndl1Dht epDcmod ratiorse Pr ballwndlaM D.e bad nmralParav web uy oear P.a made. n TldsVw's beeeeen lur a10-00 0c bom dead e 'n Gam!a meduakdzal m -elm on tbY eNma) of WIn. : m )M& m No 1¢191 d1)L'd C end 200 7 os edlad 20 wa0 ai e made Code eedK6ans " R528D2A.11 m M 1. Wel D. 117m4 urge HdasM<d in Mcm Mm me 2Upff 003 IN of RCrCX • dsadjon l Cade . I anfor d R adoa .2 aus and M,9,7,S. ar 9 than ANS N81M gLandrud DI WW INs 0 ma )n3. d msol n 11 Ore MgdW N yaws M 0a -Max chw b of Armldn . : m'-. TZEA.* w '-. *W WINS Wh 0 'NOTES sed0n d m d 6,w drvvq ?1aMy be e EbRe, rded ar wFid b,,add , d adai of OM ft 'Prm V wde rod roof d M-do s not mmA m me r ? nS wa of nPul nb le w its. cur Hoo w rWrtlp al does o ne a a Irmu AN M contiluo<a b1aA Grbcee Oraea nual oa rvslrai'ad p Pr4vml lateral m rmwmrnI of 44 OrHZe Y as 0acrd nwrllbcro Wtlda In OR aertw dasd+e+. 5!a BLSY1 &e1Mrp Cmlpmee SWbt/ lmmueLbn and b.Rft deelp rra9absrlvdt. LOAD CASIBS) Starwvd L. No. 60910419 STAVE OF MAY 25 W 2sa M1ML n4 M )1 2. ur.D-l 05/30/06 TUE 06:08 FAX 317 738 3001 DAVIDSON LUMBER +a-1 ZARING fj005 ya III?DRFY3IGCQA.. --..•-. - Tnss V21 IITNaTINe IVALLST l -- - Oly -- CRTEE..S'4AaRK.11C1Cfi?GDy+ i __?jbRdereM.e lopfm ' E2GOs Fn 13 M'mrret lMn'1f2y m 5W FeDp 10N30 7D09 P3ge1 5-41 J d"0 8d•-fn 44 MiG= 6 cal+r A rw t7.224 all c lb" Im] I I •d 1Ei'A+ LOADING CPA SPACING 2-00 t51 "CLL 20,0 PIBN41M"M 1.15 TC 0,16 'CDL I, Lombelnneeze 1.15 EC 0.70 ECLL NO Rep 3uea Urcr Y=5 lM) 0.03 RCDL 6.0 Cote IRC2003/iP1M (IAI •) - LUMDER 'TOP CHORD 2145YP No.t DOT CHORD 2 %4 c YP No.1 OTHER3 2X4 FYP Nn,3 ITEACTNNS gUs",c) A•149'1081.4-149n 0.&1, U•36Mt08t Nm R.a A--31EGad osc4) Mmt t4417DV-4700x x e1. C-630oad •m4 7). D•-WIDed Qw 5) Mal GtavA=I 53(4ad case 10). C=153(431 oae 11). OJ04(loed Casa 1) I I I FORCES (b)-Mn4•.n COmPreef4Mlaarmm Tendon fOPCHORD A.B.IaN63, f3-C=10080 50T CHORD XD-0140, C-0x'40 AEBS 9.0- 2821169 DEFL b (loc) Udell Vd PLATES GRIP Vpl(LL) n4 - Ne 999 Mfd) 244:190 VMIIL) we - Ma 909 Host R) *.Do c we roll WcgM: 35 D I'MCING TOP CHORD SVt wood ame0dod det?y appem or "4 . Pullers MM CHORD Riga-17V,±rK* Booked or 1040 m brKir, NOTES (M) 1)Urdalx Lod be bads low been Moldered M ft Ill 2) ? ASCE 7412 90mph; IFP50; TCOL-6.Dpst ECDL-3.5p5l; Cem0alr 11, 6P C; erVtwd; WWFR3 game wW rrrc am C-C Eamnor(Z) Z M clesewr K end rWL 81406 W ; Ltwrtw DOL•1.60 plele grip 00L•1.50. Tha truss a dawgr ed for C-C for menZerri and horses, and mr 6tAF119 for M*cn ru 311111, ucc hie bowl deNgroC for a 100 Pat bollom cl 9w ioad norxananenLwM eery sR+fne loads. 4) Sable rcq &o mnDNmue bottom dAN beaM9. 5) Pmvide GieNterlal mnnedlon (by Wells) w sea m bme® pass- cal of wN ef- tdfb 0 It, ul M atjcmtA 53 b up(M elpW C and 00 b WM al INM D. 6) Thus Irma Ill dedyed In enada+x tom Ina 2003 New905eal Reddeadd Code sedlae f150217.1 and RBD210,2 and lefareread stoodard ANSMI 1. 7) D l negathe .0003 afro el m en NAm4 Upfift' 4'e d 111, 'REACTIONS' semen of Oft daniq are taf mod ®acs 3.4. 5.6,1.6. a 9 dw Nay are IDs result of MN bade ant, eta'Nedde..chmeml sMBce..: te'.. WNB nd.XMt,-p4.'rrolem dp T'OTES' eedlon of this dr..ir* may tes 15111 8)Ak Cdar dUig.rd bra?rrv?st atrtad Non v+.1a', el llw.T4riw+mRoom in ft axbrawd?: amadre Aicde4 U. zxme dlgbpl Sae BCSCt 31vh%VN .1 Itm Bu3mv Conealwd SBlely bl4rnelldn and blsk6g deopw reuAawvt'a. (`Q 5 ?,V- LDADCAS?(a: SwsWd s O; Q No. "10419 STATE OF WAY 25 M