The URL can be used to link to this page

Home My WebLink About07050178 Revision InfoREVISION / PLAN AMENDMENT For New Single Family or "Other" Residential type permit projects City of Carmel; Department of Community Services - Permit has been issued: Yes Na. If yes, PERMUT 9: O 7 0,5 0 / 7 0 BUILDER of NAME: PHCNE: FAX: RECORD: bp E S ffvxlA=S 0 31/17 S 2EETADDi=SS: CII : STATE: 2{P; BUILDER'S EMAIL ADDRESS: BEST METHOD OF CONTACT: ter}+? 1-?? L t3rRUSc»??. L^? O?EL:S ,, Gva9 1 \?1J1 y` LOCATION LOT 0: SUBDIVISION NAME. ? & PROJECT 8 G Af(ES vp /-1??r< (4i?ggodus) 1?4 INFO: - ADDRESS OF CONSTRUCTION: Tn2race NEW SQUARE FOOTAGE OR EA AFF C ED B RI 111 1 19 NEW ESTIMATED COST?,r O NEW FOUNDATI SL49 o CRAWL SPACE ' - NT Y lk N W - 5 0 AR E T Y : 330 OF CONSTRUCTI N: H Z 99Q 7 POST 2a BEAM SAS ME ( out _ _ ) a IF PLANS FOR REVISION /AMENDMENT ARE PART OF THE MASTER PERMIT PROGRAM','NAME OF MODEL AND REFERENCE #/ID OF PLAN SPECIFICATIONS FOR THIS WORK: RELEASED FOR CiG'NSTFIJ(-7J Q, rr -?.- DESCRIPTION OF REVISION: _f? f? ') N DEPT (-,, F CCPfipxuJ ,ji`Y GITY 0F Cr RMEL / i'A' TC'Pvi.SHIP „ _ II1iLJi{i1VH NEW DESIGNATLN QF AREA OF WORK SQUARE FOOTAGE: cq& Ci BASEME 15"Floor 2" Floor 3 . Floor Front Rear Porch Total Sq. Ft. TOTAL Fin' and Porch of Garages nfmisi ed Sonroom For Slagle Family and Two Family dwellings, additions, remodels, and/or accessory srrucrurra, this permit is valid only if construction commences within 130 days of the dace of issuance of the building permit, and must be completed (Certificate. of Occupancy issued) within 18 months of the issuance dite- Class l structure permi[s are subject to the General Administrative Rules of the State of Indiana (See 675 [AC 12) regardini piration time frames for beginning and completing censtruction. 1, the undersigned agree that any conscuceon, reconsauttion, enla.-gememt, reloca¢on, or alteration of a structure, or any change in die use of land er structures requested by this application willcomply with, and conform to, all applicable laws of the State of Indiana, and tae "Zoning Ordinance of Carmel Ind! ana -1993" (2.269) and amendments, adopted under aurhoriy of LC. 36-7 et seq, Gmtnd Assembly of the State oC Indiana, and all Acs Amendatory - thereto. I ahn certify that only ldrebm bath, and floor drains are connected to the sanitary sewer. I further certify, under the penalties of perjury (Indiana Code 35-44,3-1) tar[ all of the information I bave provided in this Application and other d==tstion is true and accurate to the best of my knowiedgeand belief. and that 1 have nor knowingly or intentionally provided or omitted any information that would tend to hide, obscure, or oth?e mislead the Dept. Of Community Services regarding the truth of the matters addressed. I also agree that the conscruetian will not be used or occupied a ' care of Occupancy Las been issued by?? the Department of Community Services, Carmel, ?ndiana. 'I'lk r a_La I Yep sc?E ft°Cn.[€?ccY 1412, 'le I gnature of Owner or thorize gent Print Da **************************m************k*k****k****z**********s******* OFFICE USE ONLY. NEW INSPECTIONS REQUIRED: PLAN AMENDMENT/REVISION FEE: Upper Footing Lower Footing Under Siab Rough In Meter Base Final Site ADDITIONAL SQUARE FOOTAGE: NEW INSPEMONS REQUIRED; _ (If additional Inspections ocher than what already remain TC R I d pprosff Dept. of Community Services (Date) _ s: Far,Wiraan Anew Residential - FEe tie extstln3 permit /3 9. J BUILDING PERMIT INFORMATION CARMEL-CLAY TOWNSHIP Department of Community Services If the information required (listed below) is insufficient, it will extend the time it tapes to get an approved building permit. CARMEL ZONING ORDINANCE Z-294, SECTION 29.4.2(3); The Director, Department of Community Services (or stall shall approve or deny the improvement location permit (building permit) within five (51 working days of the receipt of the written application form and accompanying materials. The improvement location permit {building permit) shall be issued when the proposed structure, improvement or use and its location conform in all respects to this ordinance. be reviewed or issued by staff: 1. ONE completed Improvement Location Permit (Building Permit) application. 2. TWO (2) complete sets of construction plans. Building elevations, foundation plan, floor plan and typical wall section must be shown. All cross-sections must be properly detailed and labeled. At lease one cross-section must show R-values of building materials to ensure compliance with the Indiana Energy Codes. If minimum R-values are not met on cross-section an Energy Code Compliance Worksheet must be completed. If manufactured trusses are used, a diagram must be included with building plans:for all trusses being used. Truss diagrams must be stamped with the seal of the registered architect or engineer who is responsible for that design. Only Indiana registrations will be recognized. If a commercial construction; plans must be stamped approved by the Indiana State Department of Fire Prevention & Buildino Safety. Indicate total height of building on plans. 3. ONE copy of sewer permit (from City of Carmel Engineering Dept., Hamilton Western Utilities or Clay Regional Sewer District whichever applies), or septic permit (Hamilton County Health Department). 4. ONE (1) copy of plot plan from approved subdivision construction plans. 5. TWO (2) copies of a site plan or plot plan showing the following REQUIRED information (can be obtained from the landowner or developer): --Name and address of designer of plan with date --Name and address of owner --Lot number and subdivision or applicable general description --Lot drawn to scale -- all dimensions --Scale and north arrow --Lot/Property lines --Minimum front building setback line per approved development plan (include all front yard) --Al[ roads, alleys, rights-of-way, etc. --All other utilities and drainage rights-of-way and easements --Any applicable flood plain area (Elevation Certificate if necessary) --Building pad elevation and lot corner elevations --All accessory buildings -- existing or proposed --All sidewalks and driveways --Sewer and water lines, septic system (tanks & filed system) and well location --Drainage flow arrows --All drainage swales and subsurface facilities (retention/detention areas, etc.) --Sump pump (sump pump pits) showing discharge locations --Geothermal heat pump discharge locations If land is not within a platted subdivision, a legal description is needed. ALL CONSTRUCTION IS SUBJECT TO FIELD INSPECTION ***IMPORTANT NOTE: THE OFFICE OF BUILDING AND CODE ENFORCEMENT RECOGNIZES ANY ROOM/AREA DESIGNATED ON CONSTRUCTION PLANS AS A "BONUS ROOM" TO BEAN UNOCCUPIABLE, UNFINISHED SPACE. IF AN AREA SO LABELED IS TO BE A FINISHED SPACE, CONSTRUCTION PLANS MUST BE LABELED ACCORDINGLY. IF IT IS DETERMINED THAT AN UNFINISHED "BONUS ROOM"AREA IS TO BECOMEA FINISHED AREA AFTER THE ISSUANCE OF THE PERMIT, THE PLANS AND PERMIT RECORDS MUST BE UPDATED AT THE OFFICE OF BUILDING & CODE ENFORCEMENT.*** I CERTIFY THAT ALL OF THE ABOVE LISTED INFORMATION IS SHOWN COMPLETELY AND ACCURATELY ON THE ATTACHED PLOT OR SITE PLAN AS SUBMITTED WITH A BUILDING PERMIT APPLICATION TO THE CARMEL-CLAY DEPARTMENT OF COMMUNITY SERVICES. I FURTHER CERTIFY THAT THE JOINING OF WATER SUPPLY PIPING SHALL BE MADE WITH LEAD-FREE SOLDERS AND FLUXES. FAILURE TO COMPLY WILL RESULT IN A REPLACEMENT OF THE SYSTEM. PLUMBING CODE P-505-5. 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 the table below 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. BASEMENT 1? Floor 2n" Floor 3 a Floor Front Rear Total Sq. TOTAL (Finished and Porch Porch or Ft. of Unfinished) Sunroom Garages 156 liq -o_ -.,0_ -U- -p_ 3 NOTE: Additional plans and/or information may be required, if submitted plans are not of sufficient clarity or detail, to indicate the nature and extent of the work proposed and to determine compliance with all applicable codes and ordinances. In addition to the above, the Building Inspector will be provided with any information relative to commitments made in the zoning process for the property involved. This would include any Plan Commission and/or BZA activity. APPLICANT'S SIGNATURE: - PHONE: (3/7).295-7/06 ADDRESS: 1111 q 6V? Department of Community Services One Civic Square, Carmel, IN 46032 (317) 571-2444 s:Permit,Jfcrmsi Perminfe Rev )an '02 Rev. Jan.'02 CITY OF CARMEL Item 2 of 3 PERMIT RECEIPT OPERATOR vdolan COPY 4 : 1 Sec:20 Twp:18 Rng:03 Sub:LSP 31k:3 Lot:89 PARCEL ID ........: ZLSP89 DATE ISSUED.......: 10/26/2007 RECEIPT #.........: 26641 REFERENCE ID # ...: 07050178 SITE ADDRESS SUBDIVISION . CITY ......... IMPACT AREA .. OWNER ........ ADDRESS ...... CITY/STATE/ZIP 13758 FIELDSHIRE TER LAKESIDE PARK PiESTFIE L •D DREES HOMES 6650 TELECOM DRIVE INDIANAPOLIS, IN 46279 RECEIVED FROM ... .: A-1 EXPEDITORS CONTRACTOR ...... .: ATTN: LORI BIRDSONG-HENLINE LIC 4 DREEPRE COMPANY ......... .: DREES HOMES ADDRESS ......... .: 6650 TELECOM DR. 4200 CITY/STATE/ZIP .. .: INDIANAPOLIS, IN 46278 TELEPHONE ....... .: (317) 347-7300 FEE ID "U"NIT QUANTITY ---------- IRESELEMTR ----- FLAT -------- RATE -------- 1. -- 00 IRESFINAL FLAT RATE 1. 00 IRESFTSLB FLAT RATE 1. 00 IRESFTSLB+ FLAT RATE 1. 00 IRESROUGH FLAT RATE 1. 00 PRIF FLAT RATE 1. 00 RESC/O FLAT RATE 1. 00 RESPLAMEND FLAT RATE 1. 00 RESSINGLE SQUARE FEET 5,446. 00 AMOUNT PD-TO-DT THIS R.EC I NEW BAL 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 138.50 948.60 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 0.00 948.60 TOTAL PERMIT : 2691.10 2552.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 138.50 0.00 138.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LAKESIDE PARK INST.#200500048165 F LOT PLAN II LOT #89 SECTION 3 / PREPARED FOR CITY OF CARMEL, INDIANA T DREES HOMES 13758 FIELDSHIRE TERRACE HOUSE TYPE: JACOBY - "D" OPTIONS: - 12'x10' CONCRETE R-AR PATIO x - 3-CAF SIDELOA.O GARAGE - FULL BASEMENT LOT SIZE: 11,055 SO.FT CONC. DRIVEWAY: B83f SQET- ¢T ?' t GRADE FLOWLINE e PUBLIC WALK: 294± SQ. ET. ! AS PER PLANS PRIVATE 'WALK: 51f SO-FT. SEEDING: O T S TYPICAL SWAL= SECTION OD, 322= SO.YD No. S * 'LS20300026' STATE OF ;& 1//Z 1 lYl?ly ,O````,` FRONT DETAIL OF TYPICAL STORM WATER FLOW PATTERN FOR INDIVIDUAL LOTS NOTE: TuILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM STRL'CTJRE(S) UPSTREAM MANHOLE #526 T.C. = 913.90' 913 I 14218' I ' ? 913.1 0 3 ? ? ? 415.2 915.2 I 41.83 LO I[3Q 11 055 S F 12'x10' °o 3 CAR GARAG 1 PROP, , . . PATIO 2 E DRIVE I 215 1 ; 10 2.0 ' e PROPOSED ` y 1 RR:-SIDENCE 141 F,F,=S3E.5' BSMT.=90E.5' A r j 5& M o m SA LA _ ' ? 1 ? 42.83' V'. c ? 1 I 62-CT 915.^ 1915.2 .' o Fl 1l ?? DOWNSTREAM MANHOLE X150 T.C. = 914.4: Nfllr; 000.0 - PROPOSED GRADE 000.0 - EXISTING GRADE U I I F- O o = - ORPVE ENTRY TO CONFORM WITH CITY OF CABVP_ STD- - Tr.E LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SEALED OR TARED FROM ENCINEERMG CONSTRUCTION PLANS PREPAREO BY OTHERS OR Ai PR04DED. - VERIFY SANITARY LATERAL LCCATICN PRIOR TO CONSTRUCTION - IT SHALL BE THE RESPONSIBILITY OF THE BUI'1'ER/CONTRACTOR TO VERIFY THE DUILDING- DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERIlNENT FEATURES AND ELEV'47CN5 PRIOR TO THE START OF CONSTRUCTION. T.-:E INTENDED USE OF THIS PLOT PLAN IS FOR SECURING BUILDING PERMIT5 ONLY AND SHALL NOT BE USED FOR ANY CTHER PURPOSE. LANO53xv=Y;`1G 9 T 2 I I LA D DEVELOP At EN IF LOZ`'3L J NG b 1 I ?J ? I (T n l, I . - 1%53%TNDHAM LAKE DRIVE I I Sulveyr^? 1/'', I ?Y .a4fiIG P ?N (7!a=4,2 0 1 'POI.NTING FOF IN TAE RIGET DDFCTIW FAN('I7)-29C-1:93 DRWN: DJK DATE: 05/15/07 SCALE: 1" = 30' JOBS 07-2D9 REV.: 10/17/07 ZONED: F.F.E. HSE: 916.5' ZONING: SPECIAL SIDE F.F.E. GAR: 915.6' REAR F,F.E. BSM'T: 906.5' Y' J 41 x a +a m d W a O 0 N 0 0 rn F Y W m N O m 0 0 Q ?I m u?! X W Y S S m V N W W Z Irl rrz,, W CG Q! z ;h ? o VxVj R C .p A n v g ?'' J> ? ? m n 1 O C N u 14 IJI?d? c?J 3lJ 3h" SI+I?oS ?1UN ? W' - f £ -, GI ? _ „9-L_I - - CI -, 5l ? - -- ?-?°, I I I{c ///-!n!.3H OfXc 44 E 6 ; Gr II ;Lf E' :Li s sI ids oixc „ ? „ v! 57 1 ? G, o -81 „ G' ?r l -,il ? t? JIViz/ D-- iaJx? ?W I `1 N1??Ir'dr ?? f C? Pal of X"J. 4 of Lfl 4 _ G! NSF L -,tl I G ?fv/ I KG ? Ov Js-f 0,0 3??b1 NbcS 'R I 4 tl LIRIU`1if91N.'? ? .? S ^.o? '°N obi r 4q. W" Q CL ul m m N in m M M m m m N 114Y1W12045 ll:'L'L ;?1Ib /:3`J7Jy WtEitK f;UNl;ivtlt FEpr la as p4:iip HROupst 317-58]-sass Typ!CAL 9' PLAN CONCRETE BASEMENT WALL WEBER CONCRETC CONSTRUCTION, INC. Apnl 18-MM Flo. 1G59 STATE CfF / 4 44 - ?'-: 10 0 ?Jt. r •0 dCy rcr?',? ' . o 1 ? LL ? 9 /rrJ???mci n r r, F'HGt bl, , p. E vx l0?417cA.?r ,VG/Y-I ra yY ?O%Acr3 ', r,3 ?7?G ??tx I I fro ?G ?Hr?/?rvsc SOCY1 ps, % .rr. CcveY /??} r y. ffJ 3000 Pit r cscv ?r?Jc1 ?'"X ,7?7 '. l.???i:rTfrr^+?y .5c+? CeWfek 3 ooa f-%t F z 1 ROOF ASSLM(11.Y -CrJ:n,F[RED ROY MWSEs -CWKNX'A... F"PPS SE[ FLN151 Y IMI 1111.`.1!1) ?]pE •nFA1HINc y POM ZH rt $N"xaa 3]" GC. -NmL, w nzfE Pl x 11 1o'1rs, .x2. n M AecK ui fD .NCLC Icals 2.s Rwvw f r1yMµ BPILX. lO A I MR -I- HOU JOIST a Pr :,l2.,o0 Nls($ -$A5 1 -M1V[N MOUK SE MiAP (REf CP ID P ; r1F x nxD] LAx. ,n' n:F1uro sxoulwc _s IS- lec sluernmc aum Arm eoeBD SfRFV.EN O/,S' 059 bl 9RUCT1AA1 P-3 CgAa Baiv AS $VLAi101. 11J r U W.15 1 (4.19 IN 2a6 .PLLS) DPYNILL s2. I- 1 P.I. sia I: ANflrrvl SlxAl[ -61NPSOn' HAD 10..1, NU 12' FHUH CEPN[R$ OP, V1, 711'J5 FOLINOAImx M0 -300: P5, FWR$D [CN<0.E1[ _(a) rts [BAR II1 D nnrw -DAY=/nAVX1YN(V IN:: A: 11{UWRLII Hr _ PL _PR OY.Ol R O xTIP 11111 G. Al ,\t D[ r on Is. ww 151 Povam :aaREIE IIPSIM $LAH'. { x!011 11YJ4 P PSI SI POJg,O c11NCn 11 n1P H MIL 6 M,LT v1Pry gElu^OFP F J12R DRA xA[i [rICAI (A ucllll [UNr.O 1 1v a AV A Ilr) - c CNAK1 „ TYPICAL WALL SECTION FULL BRICK mlq \ ?\/?u,xnmDa Ll \ Aisles oA'wcuL - Pll H [ y u n[W10? Fl IHIIE PSsB..Ly - 2.10 11151, - (giFEF ,I, IIIS CCR SPACING' a :'xC FACA1NINt GLUED "D SCPC+`.`_L BUIS P.r. 51 ^ -YIP'a0r, 1115 n.xCHOR S1RAP5 O ff LLC. A'v li IRDIA COgKDO OR $lµ CM,FH r011NO"PA WALLS -1000 P9 PGAro CPA-ETE -RI e= II"AP 1w AeD D01111N -DANPiwAiEAPROV 1:11 A!. REQUIRED 111 MLmIGPK1iY OP CRII' 1 1L F -L OUFS, CDACIEIE _( L 'DL'. III'D11 R'IARD" RE1 1 1 crnCPAL T,' -N WA:nEL'En OFAVCL FIlr,I y..SFRRLY -(xgMLRED M MU:SFS HAFERS (dI r9A145 c0F (T( A", $RU ?P ,I- sHlnlwx. -ul Arlnr (Ell _[We0L2 SH'.xClE' ?` \rgYAA.I?VP vl.xo •nYriu?? - IF. 1u rro M..1: _ r 9 x11 IAA. w U. xxHA l mL V / /? mAwLNM1 u N I l•laur. ..A./ WALL ASSEN(II.Y. -11X1:. "":F _I E` l .. 115E -1 y/;' F,011A SUPER mV-I` SnUIHING LOCAINUAS -11 Xu1 IAa: 0111 m50u11OH -./r DXVwAa -xmfa ME^ HMR 11 33 oc 401, . I'D 11 I Ll P11 FRr PEDLIRL' ISAIIIIL 7M1 HOUSE 'JAJAI` 1/1' rNSUl1i(D $mulnlxc BOARD (11V Ds. 2.r :nmcwenL MAT[Rli .P-II rl ll:tn HAIE (1115.-. WAIL';) -,/a' OA Y1'nul mUl NG6 -dD00 51 Pp,A[n tOxCRFTI - rt N r A^ I H -PFP NEI[¢PDAA NAa .YyrEu TYPICAL WALL SECTION BRICK -WRAP M, A: =FC Ir) Y* i ®?lC E?® ® 7'C • ( D O ?W ? 0 14 `Z A F EA, CIO e ? h'olx w r ?sa?M 3?a Eli a^ ? _ e? o_ 3r 05/30/06 'at 06.07 F.9X 317 738 3001 DAVIDSON LLIGER a++ ZARIN 002 c- _ rC Tn? mjai T}ae - ?N H'y ORE APR•trLIGPMI -4 Cfi^nGOM ri CLi302 -.? 1 . Jab Pe(arvrm l +SL;dc Ord?P7Y, fiarkfn EN dfi131 92005 M53 gCY3 MT_a -?,br sal F6 9416,34', ]]"e WS Pp9?L ? •P3t2 - _., 6.40 ? T2-0?' 73-9.1?a 49-12 6-OA E-0-0 0.9F ?? , r,y. '}11Fi ]ems I- M-0 dayyfn- t LOADING ipsIJ SPACING 2,f C C9 iCt_L 200 PInicsirK ." me 1e vR ILIA 130 WutbPr l.. 1-19 BL c25 9CLL v.f/ F,ap8!rese.lm YES OR C,t9 SCOL E.Y Coda IRC20D:fM2QQ2 Wta ) LUMBER TOP CHORD 2 X 4 5 fP N0 9OTOHORD 2X4SfPNa1 F FJSGTIONS pWaka) B=4P9ASY, Oa4T8]G3-e Ltra Xvrz B-51)bac case l) !new uFrm&at salleas use fil. A=tSf gdae ease r7 FORCES QL)-Marr•m C=rq,anoNMevnum Terdron 10-CHORD A-D=9119,&N?iC97r3&4, N-T-IVl7.9&1, 0.E-,v19 EAT CNORA o-F?zaif?3e,ar?-24119?9 t+EPS O.i•-94f5S5 DER In pool' limn Ud VM)LL) o,D! Br >999 zd9 vaq(YL) -0 D9 B-F 'm m Hea{TL) SAY o nM MY PLA7ES my IOT20 ZLNIB'd w6Qr t as m 9RA)MG TCP CHORE) smxandl> dshe hvq Nietlyapptlvd u Y.[.n m pianos, EOTCHORE Ride M"q eve Y2PPIC aIC-0.0 ec Lradrq. tl UnbalYncYd!wflMrlw!ds hswheen mneleered fu Y9s dvsgn. I )'rdr:d: ASCE 7-02:l On4M; 1i25Y: YCAV 6.l?st. ECDL=3.dral; NetdpoY P: Fop C, edxlpsed:lvV!sRSyads end coca and GC FMeLfari2) zone', ram77ever ? Id,RandtJR csPpsrd:LLrieer vOL=1 fiC p61e Qip DOL=1.9v.TF!a b3ssk dcag+titd ibl G•C IN rtAm6N9 erd loess, xd Eaf IdNFRS fa EBaGOns -YP d besdnE vriece. Thb hts Maa ee4m d fora 10.0 W buYwa C>tiad Me bed narranaaRM=MI!I any ¢M® Iva 6a"413l Pl"& e1poY. rk B, D nKft rf )?y F?+*1) s! YFdi Ewa b Ertamt &MIg P IM IM n i al & le 9 +.aslelL 1Sl ? Ml94 lb w1 UPE YE 0 JON 8 ?s afd 1 54 d NI ti ID '-On dl f*d I l?O. )mi Lms Is dPEdetrylNld In MIr id In ujA rah Yk 2Cb IrrlaRraDOrla1 RAd A RRU 3 LTI! LT13:lalr? A'Ai: ? hWs CaL?>:? ?er® R502.1 7.1 dnd RYPj.IRT aM RB.'ell®d cmf?IC AN6uIG! i- ]l ti me nlgells nsctkna clmnr?on lF9°MV+L?K9nedihe'ReF.CTM7N5'enl.'2n of ltd6dMYNO ara fN Ved mesa 9.4.5.47, H.w9MIM SPY ere Re ````'t tl Lllir'IllLrn?ll! 2f'+, rasuA Vlrbd fcaH tA54f attd Mc'PraiCa maMenhal calvledon..'b'..MNaiand ACl WupTe1-'wIeHYLa •ND7ES's+CbnN dda dreMnp mry Ea Q4S•L i?? Cll nnp cd iihnlL.A ndald.ig coed rcol tld-dan/rl xale!m9e not fYNdllnbaLa INKEd el MelW a6. S` h E7 AlEemlpawa,? l SMP[y WolIia mWn aW t ui aibirY md*&69Ilatner raquYd regnhq mwd:. dman drha brain Yau Naaarrenwsm budle n?he smnd clrealon. SedBGSt1 ,max oc gaNrlnB GemponelllnfonWmr and ddslNSTe,? ti j?ew o "?.?., LOAV uAsvls) stdn2erd _ ),tA_ ?970At9 qq STATE OF ?fv 05/90/00 7LM 08:07 FAX 317 738 3001 0-8-12 I7a sTala G+@L8 - H-D0 6-0-0 e> err v= 1 LOA d NG(Psff SPACING 2A-0 Cal 1CLL 20.0 FIAks lncreeae 1,15 TC 094 ICeL too LLmNallnrraasa 115 eG 002 [+GLL 80 Rm sa=ss 1. N6 W9 002 P.CDL e.0 Camel RCIaMIrP12C172 (N.elreQ Warn I OF GHCF] 1 X 4 SYP No I MT CHCEO 2 %4 SYR Nap MHERS 2X93YPNa.3 REPL . (kO li el Ild PLATES GRIP Von(U) -0.Ib J M 120 Idr20 3441% Va11fR! • m j w 'w ),.,Ol) am j Na Ns WNyi:901a TOP C HG TOPGHOR SOV wIfmg KWPP a4p 36dMg9.O Oe purwv DGT CHOflO r?I?d t:YmB erecPy SPPeed oe IM4 l0-0-0 u trt°oy. 0-9-12 S w1e IZACTICNS WsEe; ayr?srlM+,F123112-}O, Oa7v1P•PO: R•BB!{2-0d. 0=HIS-4o. (t•3 2 811 2-4 0.N?8f12 hJ. N=9&17-69, L•:251f2-0-0 Lta 41crz D•?3tlkad CSA9 7) 1h. uPfns•?Blleea a>a:eF),J=-5a(bea mss T),Pda?loea ose 5l,D=aspoea case al.Si=59tbed mss 67.N'3T(loea rasa 7),M1l=-aryloaa rase l).L=;A{Iwa'?•'1 Klee Grave=i251wa9 a.e IJ, 1-12=.,Iloai rau tl. o=86(bnd d`A 11•Pet Ollwed mss t0), C=egmzd Bee 1). R=129(load ass IOJ,H=10llbatl? 111, N=A6Feaa ®.e 1), L=120lwea use +il I'CRCES (b]-Mw?+Minrrt GOnpeeelwdlAe>drrr?m Tcm:vrv ?OP GHOwo T.N.iY20,@-Ga4111,FL1=3P'99, aE?1T1:0. bTdIl4J512,FJa=2Hnt2.6H•-2TRE. iil?Wen, IJ=]8,20, 1N.D'2C aRT.IeB, P-O?I?R. O.Prva55. e1-O=M a.MNtiHe. NvB FC 6 p 88 F.O-0= = 7 , E-P=.04191.Gr]?-T?aB.C-R=10aIB4,G-N+-en161. H -M- 730 7Re,L'.L=10aHi INEe9 1 110 IO (10.111 kx ' )lJribA10RC0d real ihv bei511Att paeA mlrslde+ed fcT Ihk tlaslNri. ',!) Y.InM1 h<CE 7A2; !KMtpt: n=2311: TCCL=6.OP4' eGp! J.$?: Category II; EHF G; pdPSea: MVfFAB gable and aar14 and G9i F?N?I vme', candlavar kft arld eglA eeP?'d ;Lumber DCL=7.60 piaK ryV DOL=tLO_ Tltle hwa k desryekt itlr GG M membms adlams, a? 10r Lawr-•rx9 ro• reaelerrs SAM. '.t) TM5 de-.e47nea mr wlnd bffi In aw Warw v11h0 Wee any- Far eeetln alq?#d W rYUb ?pTA911G NB {P®1, se0 SCSI 1 entl DWV2'nY deelWlar rCwfVrpr,? I) Thls aum w teed deHgnnd M e {OA Psi bPPwll G'aM Eva betl IenmmureN x:ff?P oNer Ass loads. '1) AV pales ere 2G NT20r "tI c'lmvnre Intlitlll9 iNUOWeeqPee Can1bM3 Mbane. dwell beafiM1g. l G ? k31k1I1I!11!! r?Meaolon lby Pg?e;s)elhuu la madn6 plain capegpdw0?swvMp 9SE ap1d121;?tlR, 56 maPtdlat]ChA,(i 290 upeo elloed P. 99 merl+anYal ill Prarlae h4aYA.i ?.; Fl ? ®up68 sl Ju3A 0, 601b sryldtal peaR 0T 1`a uplll eljoiM1 N, 951b t?All atplnlM errd SO DewfdlMpletlL ? lC '•• <y(? y TE larrwl+. ?nTnwwu?eae;{?r,ee?arcaamcevnmvre.xrrl?w,?Im,r.,HReAUkeLwGadtlaa+ioe+tRSO2.tt.talwRavzlP.zmarc+e?„ue?Ar?dalan ?me ?e 5 'A ', if? S ,gE r `4 C , 9.7.Aa BRm Vef ID}I(g:gnetleG.Y reFZ-^POln enanmole'Maa tMaY wwuue ?enCTiQNS scdirn NOBa arawwj see 4r bad Bees s, 9. `pr Q resell duaad lace ranee and th P,•Pdde me57P4deal mimeykn_.'IV'.x+akd'ela YxYmuplM-!mlabih'HOTES•aeebn ollhk draxiep nsny L•e AB k h f ?`Jf N4 rpt{ Ole ea}i arnntl o ajvegseded wNeraadredr aA Ore Alfidln9 mdenM tle-0mvu eaclbn d0e5 Ent mvA 11)NwIMM1AUbtaleral Meows awAkefeiti BMearoprm®Ylmaralem}mrtr?I NOle IUaW Pall bac.N meeAenbWae hlhewme ?eclien yen 6?4?i - = ?4}f}319 - Bundlrry Cn? M Sd Cty laeemaeon alW wk&M destmm teq.A'eerlan9. STAJE OF LOAD CASE151 Slandald 901f? DAVIDSON LMER -+4 ZARING IA003 1 2p96 MAI 25 3M GI2e= . nI N= 05730106 TUE 06108 FAX 315 738 3001 DAVIDSON LUMBER ZARING •JC[__ irvas T. T3Pd Db' PIJ EEr%WW-1`UDIiMlQloW ORMS(3Dda V2G IVALIEY 1 Jv5 Releranca Slak B&IINhd 9L'1g1!'. f ?r.Lln IN apiye e?GP s Js119 ?1S MTeh Ie YSViap.laC, 2-8-1 501 2 9.9 2-C-D a?srmo= a LPeDINGJp=q sPeaHG 2LC C64 TCLL 20.6 PI&Iee In ewe I'll TC D.05 1reL 10,8 Wm,, m Peesa 1.15 BC CAW nr_LL O.a Rep Sp 1. As WE 0.w CrC?L no Code 1RC200?f1P1290? P.O.) WMEER 1'OP CHORD 2 A 4 SW Ne.1 110T CHORD 2Ea 5YV Net GTHEFS 2%e$YP W.3 RFAC NS ph7ehee A=T&b4-I,G=7dr3-a•l, R•lAdd?-1 Eder lipx A=IACIesa ?,e 4j Maz lrpRL>=-2Rlbae a sa EJ, C=Jglpad case 71, ?=-zA(Iped wsc bl FOFCES dd)-Mex6SnaT Campresewe?Jmdmcm Tprrioa f-0F CHORII P-Dr3T/di.&C?-37171 RDT CHORD A-De?u, C-Dd}/74 wE9a' B-6-IJ&R9 VenILL7 Na - Na 879 MTN :Milan Vpr Na - 0 999 HmC% I J.00 C rtra Na N?Ight? i fi h 2004 TV"a.1 BRACING TOPCHPPO 5DireeelwPd sheedJxd sre?epxlladorS+SrY pcraaa 57TCHORD R19'dxdnA?Ml3PalredaiG0.0ocMasvlB- IJVMaletweo ror. re nnv ameire.... u,. e,-.,.,. _ 7% SCse?3oada h: ha j ?T1? ?d?ppre .?COL4IC CE ?nC olC' wrtLW rbl - -W Rdd" EAWI-Z ewi,edq'.1rr pPad;>ad. q TrtI5 Buss nes ear aaapred ? a 19.o p? bodmnemni IHe wed nmw+amenl .er111 er7 pmr pse bps 9 GPMe regraes maurv aw mp Os dytaing. P Q nwdlalftal amro Lmi lq' ml ai ar mea m Lamina PMA mr"m%ilhs",u 28 lb WTs Pw- A, 3a 76 up" fl y'i5d c e 120 m VPoll m JMM D. dJ TMs 9use I dashed in aCLwdende p1N p 2001. InlemaIDnal Ft mOW Code secoone R5C2-11.1 arm R@u2112 and re!aw? eUrdRd AN0711. fJ nthe.,.Nea ryareane W., on 10e N. OPdf Cry W dm MR CT10H5' wiles el Ads drmsin@ere far IPM rases 3, a, 5,Q 7.8'w p lhan dew" Ina . cilia=ial ]z1c m dpon - ' mk la dm'HOTES ar`elmr d dda draniH!Nn .A of eabd Iwd aM Are Tie.4de medladw4 ?1feeVdn .: 101. dlaepsdpd wl+nv as*a or Ire wuotrq wd. Md wdA raeEep dcsa act I..M la Pa rv1*E,mre cfreea I" 1) A ame wme lela.9 5pe e alum Ee reslra'ned N prewrd Wl ,ml meswraml of lye 5 . V 9 aaad r*neh m slxlde In Ila same dr;d aSne BCSF: Ruldm9 CW4S %SekVIrtart1a11arv a14 6111h% welp,m secclmmels. i :PeD CA6, C slwded p111IrI1``31111r ;?1STE'gFc Na. 60950419 STATE OF MAY 75 106 2" WD,? axe MTSO it xa WM-' 05/W06 TUE 06:08 FAX 317 738 3001 DAVIDSON LUMBER 4-.4 2.ARING la 005 1. 5-4-1 4Aa D nmrif A IH 112:a c a.an pT 11 ",µ?,- LCAMNG (Oaft -CLL 20.0 TDL m o I)CLL 0 ECCL AA ux "OP G MAD 2 a a GYP Mon )G M.OkD 2„s GYP No.t I]RJERG 7 X I GYP Ne." -- SPACF7Ma 2-G ? R9R bt GRIP {loc7 ade9 i>?1eb l?sse 5 1.15 TC TC G ;e Ved{!!) ala Ne 9m 29 1dY. mfm '? - 26d1is0 S, Maass. l.i5 BC 0.10 Vee?Li Na Ne 999 Re25asssbncr YES v d'15 Haaryvy 000 C rvo rJa Ceaa liCZ0031FP130ve 1n1?. ^ Wsi0M:9Ee B19ACI NG TOF CHORD 6-0-C x Peaele- meaerar, Te:V sly ei 6Q7 CHORD . ap d7 Le FiWd P?gd Ge119p dheWy avolieJ w x- 1 1040 o^, bm bradnpfEA"C6'fb W;iut A?14 NM10.&1, C=149/f0.&L ?e001r1F&a Me, In A -31lbad Wx1) Maw ll1111L4?7Pwd -T- e07 3(hHdaoC n. Derp(mad Rx 51 Matt GrayA=15e0cM'a - iD). C=16311ealt?e 1tJ, D-'"'.C411 traa %ae 1J FORCES Ob)-Afabnum Corrmr?s?ro7er¢lon Id°CHORD h2.-100lfi3. 6-C iR,'63 CHORD A.D.O!a0, C-D=91'?0 NEBS a-0-2921169 XXV3 7k) 't'Jno?an¢0 rvd ma lows hax [tvr mnddered b 1tlla ee-p>n. tj'ranr. AOCE 7-02 90mpR: Ir=2.in', TCUL?S.OpEF 6C4L=?ePaf: ceRam rt: EtP C: erxwsed; MWSaB Aea1e ara mrx sw GC cgeAotla) mf2? ?>iM'+al . RA aPa dgnt m?osed: LrPrper OOL•T.60 pfele OrD POUt s0. Thk W55 a oaetgrae For EC ry nrenwara aM bras. are nu MriffRS fa' fwdtona 3)-fit u Yrw bwt ds?eE for s 1pA pA'eWfatn 4wN?MB bed rn#??rrlwi'R tsry MPa+u?a roetls. 4) 64le iryuLesmnOmmue lwllan dqd bae579. 9)Pmide neNe laxmeitbn Ri Mu 4et was 0Vearft l capably alrAmtaamn9 e A wM WltmlA 63A 60 vt)+ cend W m uvun mplnt D. G)nLli? Iadee LWradha +d01 Rra 2003 hlanYlar'-9 aeeluandal Gone seerons R!pZli.t ane p?ilG2 and refe+erraeererrdardF1VS9liPri- O Ir 9?e ee0? raerllans shaAn an mo'ua.llphA' La° d Bre RERCIIOVS- 'salon of Oaa EmHPr9 melar bad raaca 3. d, 5, B, 7, 6, v 6 ergt NaY are me reWe 91 weld bas ase-a atm m0 AiTdde rtla7rmGN YMetllbn.: '?'. MN6190E IOP(b W+Mt. '!AW m mA'fIp1E5' ea?ppn M mh #-aMQ 111Y/ t1e dlsreflarded y>lera sanerkdVR EWSmlmm leoroo-acwn se?.doee mireaiT ai LV'%?rerrn3nt oiloor 0aa. . B) PII mre4eorre Lmerel brass nad Fe ratatrtetl [o vrrxrdloleral mmrmsre d Ore Lram a e1 brand mm+LSS dblo, m era zne mroabrt 6ce BCI 0090109 Cmpalwrl $ahy MflM9llb1 aM wkbv Oedgner reathcr•MNS- `ai LoAvcmCis) ErnrWard 5-" 11111311111111 4• y?fy GI5T1:??? Mv. 60410x19 STATE OF WAY 15 W Gab Trues • Toss TYRO DIY oreea JeC?Ly B . By DR)AL82' A CALIBER .kC Re O 19 Wwidsm Lv(te! CO.. F, Mey aY 19 arANn IN db131 60.]ls 3064 A1Tdc bidmda5. Inc. Thu.a128 14:5247 2:135 Pape 1 f 5-510 I 11.37 - ! 79-2-0 I 27b9 32-10-8 39-4-0 I I 5.510 5-9-13 7.10-9 7-i0-9 5.9.13 5-&10 5's Stlie 1172. D 800 12 S.T wi ? Qt7 w G E W3 W3 2x4 = 2x4 - B F ? I II ? A 74 5 5x]0- Xe G ? h _ 11 EA 1d 5x8 9 5.00 13 2x4 = ad, 3x8 11 B-0-13 19-2-0 30-3-3 38-4.0 I I ? I 8-0-13 11-13 11-1-3 B-0-13 P%te Oflza A: U1.15 Cp380-} ;0-380-34 G'.r}t-1 G:0-0-4 06-6 L0.5-0 LOADD61ps11 SPACING 2-" CS; DEFL n pwq VdeA LATES GFW TCLL 2DM fit[as boreasa 1.15 TC 11.58 VVt(LL) -0.45 4-J x T20 2441190 TOIL lea LuIDOEr3rxAbase 1.15 BC ow Yad(TL) -1.17 I.1 '391 1 T BC1.L 09 StV" tm YES WB 0.79 H=(TL) 0.99 G Na BCOL 6D Odde IF1C201Y'1TPt2W2 (MaafQ eiglst 226b LLMOFA BRACING TOPCHORD 2 X 4 SYP Nal TOPCHORD ,Strrv4ualvro0o 5h0aBrisg d'caly.lPOaeda2-0-11ap?e3iis, SOTCHORD 2 X 4 SYP ND I BUT CHORD FW ceW,9 dlk c* applied a &513 oc bracirlg. Ett V- %%IFW 2 X 4 SYP Na3 -EnepY i Rev et mktX FH, G-H W32X4SWP 42,W42XASYPFlp2,M2X3SYPN0.2 WEBS lpa emsv c-1, EI - JOINT5 1 Um e A tfs)-. H REACTIONS (m'6¢e) A-1 38, G=136bG3-8 Max HMA--4M&ad Case 41 Mat Vp6BA=-30i (Imd Case 6), G= am(wd CA3e 7) FORM (C) - Maxenum Ccrr?p+essim'Ma =TwWon TOPOYIORD A-508Q'13'>`l.B-47RI12t5,CP-19, bE=1f?3574, EF?4]55'1192,`^ 5. 071347 BUTCHOFD A?13HEJ446f. 1.!_--6471059, Nt.4 ,G 1112/4/47 WEBS B-,.?21Tlefjl,GJ--1Y?d7L10. C4= 1Z ]fi, D-1 3]811381, E-L 124 485, E-F1?4Y1/FZIO, F-FL--2!2290 NOTES (7A) . 1) UMaAermd rod Wa 103d1 have bead cm"dwcd Aa Des debpt - 2) Wnk ASCE 7-98: 90pO: W:Mt "1COLPG OpsF, BCD" 6W Category II: E>p C: er2bse4 MWfRS gable aid ime ark CC EXle, 3) mse: 4-+ROrer let and rUMexpowd; Luster OM, 1.50 pklb VW DOL_1.60. This tm *das-V? br GC for TmkMS and fa , and br WVFPS for reacS" - 3)74nlvstideddesVy d lar d 100 pd bdbm dnd h9 bad r*r,=KtvrM wM aW off reve lads. - 4)eexig'apengs)A,Goorlk*d puam to g. vaijeL gANSP-TPI 1-/995 e-gle to grail bmeit BWd4g desigdM M1 w verily ?epw7ly d beang Sul" . 5) PW7dde Ter7ian -XnKWft 09hvher3) Of base b beaing MAW capalie d *g 301 b MM at W A Yid 301 b Lord! at W a 1f111111111111 l 4 ?d??ie3vA. %'%' L. H? jyt 7 If he ne *ve rear " AAax LW fi -1 a TEACTICW are br bad ream R 14 ti s drawn 5 d ti ? 4y `% ? ) " p p sec on . . n ? ? +P ' ' ' ,?r ? d wild bad cases AM tm sectim d dlis Oawr5 maybe " i Pmndo nw&*W myerXm. ' S] .. wi?Taid)= b upffl - - nob ei 06 TIO76 +. V5TE 2 q?t yy ?y f l/ darWarmdwnera a Cadc dale bv&&q mile rodee-dw,n sacbwi does na read[ b tre reoare:nat d rail ee3, '^ ? 81 AN rXTdiR lateral bm MLW be leslrailed to p9eved bbrai w men dA dine brace B as bacW Tnewbem kckle in Ow same dmcdm Sae BI. upI Q y &#gCOmPalenl Salrty lydOmiatloneM Wgd4>e+TEwArenlerlb. _? ?` No. LOAD CAW$) Standard = 6Q910419 l STATE OF j AU6 0 2 20 Jab Tmte T. ype ay Ry D. Ja?vby-9 17R`ALS27 Al COAO40N 17 1 1 Jcb RACim.'e Pav?tlson! I+rber Co., Frari? W 46131 60009 WY 19 204 MTek MN2:tries, lnc. Tru.R12818:33.302005 Pape 1 5.1 0.3 1137 19-2-0 27.0-9 I 32313 I -3B? -4-0 i - 570.3 55-4 7.10.9 7-10-9 55-4 5-10-3 9cala=l:Tl.t 74/, 0 B00 12 h 5xs c E 2<a a 2xd !? WS W3 F G d 14 415- E K J f N 4xo ?4t = 3a5 = 3c10 = 3a5 = 3x4 = - 90-7 I t9-2-0 I 23-6.9 38-4-0 - 9-9-7 9-0-9 9-4-9 9-9-7 Plate 05sek 0. 043E C. 3-d 0:42-14 2 -S Ea+Yp 434 G.0?43 LOAOBIG(psf) SPACM 2-0-0 C51 GEFL 'n (kX) Man vd RATES am TOLL 20.0 Plata bnsase 1.15 TC 044 V-41-w -0.19 A-L a999 240 M120 244760 TC17L 100 Lt llm L3oease 1.15 BC 0.45 Vert(TL) -0ST ML a99B 190 BCLL DO Rep EOessbm YES WD 027 H=fn4 0.10 G rth Na iBCCL : 5.0 Coda OY.;EG137Pt20(12 (btabw Weight 21410 LUMBER BRACING TOPCHORO 2X 4 SYP Nat -TOP CNORO Slrnct1aa11xoM shei" dressy appkd u 4.2.2 m pwro-a DOT GFpR) 2 X 4 SYP Nat EOTCNORO Rlgd ce&V drec9y appbed a 9-9-3 ahf m. WE85 2 X 4 SYP Nat 'Except' WEBS I RCN al MkkA GJ, 0-J, E-J W72% 4 SYP No.:), V& 2 X 4 GYP N 2, W22 X 4 SYP Not, Wt 2 X 45YP No.3 REACRONS (Arsme)'A=137G?0-`}B. CK7370'OS8 Mat Hm A- M(kRd Se 4( Maa L?4 :ipi(IRdd faSe?, ?-3p1(IOatl ca507) FORCES(It)- Llazlmm Corp,,,lm+Ma .Tmslm TOPGRORO -hS>2S37B26, B+C 191LB73.GGs'tf],0-61353557,E-F?191M?3,FC»21W/528 - WTCRORD Ai=-?F1]p6.%-ta?i7?14b1,.FK?38311464,F.k•2>3r1466. F4E?21311484. GFbd23r17Cd - WEBS B-L-2532[6,GL=e1/4fP,G.t-•'?41J52,D•,6.355?55],E}6593+352, E-kk-51/KR F-7b?',r3?aW MOTES (5.7) - - - 1) LYi WW"d rtd &e btd87We been wraidered iw 9as cbia? . 2) Wirt A E 7-95; 90r rr25R 7CO1?.ttxsi; OCIX=3.5FSf. CaleporY iF, F? c: encloss4 MYFRS p?hb atl xra16 aI1dGC Ex?ibr(2j iore; vmlErer IeR3add dexpOSed; Wlltie?DOL=1.50 PWg9r4 ?Lvt.EG. tfc t1115%bde3'geil k!(-iC/Qn1EV16PS93M kKes. a'Id kif MJJFSli to reactil ge ' . n Tht4ataa hm LVeEt1 des?¢retl (?Y a 10.0 pd bdbnl thud &e fwd mmYanaN WIP1 aTy ctl3erive I - '4)'RdiS3-diediank?cp3i9[:5p1(Sry oVlea)d4usa fo OearF9caPa0la dvrNl33rrd!g 3916 Wfa al (oFeA a0d3016uy@I al jrilE G: 51Tlas L155 k de£1¢1EE in aaza3ars M?QI f1i02LSA 7Me>t RmfOerrS>f Coda:,ecdrss FYA271:1 and A5ltt70.2la1d refelesrwd slaNard AN..YiPI t. e)HRe nega0+e reattiorle showYr mNe 77ax l1pMf1'61e d7e TtEACIgN'i aecbondfiq dlaMi'y alebload calla 3, s, 5, B,v7Cvl lmymad*re * - .10 - drisdlWdcaaCa 21rdh 7rC/id@inBCBrl4td CCaleCIlan- '.. ai0rafarttlXX%brgfs'.'nota Yl dle TlOTE5 sa.4mddis dfaMflg may be 1111111111 7?J 11 Jyyi r8s16g31dCd W}IH6aM>acLd111e hMakSq C4YIg ri0pt 9edCNn sactlni Odes lgtmw[h 4la n?enaneitd]nd gee. - \Y\Y H r g g1 7i AN C11?1 21 b w i W l d t l h rn / bO LM ro sllrlG R54a I6 ?fWalOVefrN.Yl[di a Maw da9 Of40ed merrLetu OOClde ilMSamle drec9 . See W 1-t 0P?wt ' . 8L' 19 CaapcOad Saltily Idwma&n arq bidnp d" 9w regiSeaiM4a. ISTEA F?,2 LGAOruEfsl Slaaard ^ QjQ?G No. c = 60910419 -; t - z STATE OFU s` lt1 rF, ? 11 I IIIIl ?/?//J/?? AUG 0 2 2 005 Joo Tom Trust Type O'Y Py Dress J30Dby-B DRJALS"7 A2 GABLE 1 1 Job Re e (opomm ay 19 W DavMtar ltaraer Cc., Fra44n 46131 6000 a May 19 2006 L4Tek b1d151lIf6. Inc Tlw JW 28 14:5512 Zd5 Pepe f 14-2-0 38-4-0 I - 14-2-0 14'2-0 SA = Scale = 1:71 0 6.00 12 N P M 0 L R Sx8 i K S 58 J T U / V H 3 3 G S 1 2 2 1 W F S D 0 x y D Z 15 C AA B ? A ? AC n » d 3x8- BF BE ED BC BB BA AZ AY AX AW AV AU AT AS AR AO AP AO ANALASI W( A) Al AH AG AF AE AD 3x6- . 3,6 - 34 - 38-4-0 3&4-0 Plate C"sets X A 03-90-1A 03b Ab0033 AC:03.901.8 LOADINGS SPACING 2-0-0 C9 DEFL "n Ox) Udell Ud PLATES GRIP TCLL 20.0 Plates bvrsm 1.15 TC 0.09 Vert(LL) Wa - Wa 9W MT20 2441190 TCDL 10.0 Lw1w btl2ade 1.15 BC 0,05 Vat(TL) We We W9 BOLL 0.0 Rep Stew Ina NO V7B 0.12 H=(TL) 0.01 AC We Wa BCOL 6.0 Code IRCAP3lfP@002 (Mats) Wefyd 391 b LUMBER BRACING TOP CHORD 2 X 4 SW 1,131 TOP CHORD' Sbuchral wood eeallwg dte* applied m 6-0-0 otpefns. BOT CHORD 2 X 4 SYP N0.1 ROT CHORD F9pd ce&g directly applied m 1000 m brackg, Except OTHERS 2 X 4 SYP N03 'Except' g00m car"V A, BF,BE-BFJX)-WBC-BD.B8WAk-W.AZ-&4AY-AZ ST142X4SYP N0.1, ST132 X 4 SYP NMI, ST122 X 4 SYP No.1 WEBS 1Flow at mkv O-AR. N-AS, WAT, L-AU. K-AV. J-AW, P-AO.O-AP,R- - ST112 X4 SYP 1,102, ST102 X 4 SYP NOA ST92 X 4 SYP Not SAN, T-AM STS 2 X 4 SYP NO.2. ST72 X 4 SYP N02, ST132 X 4 SYP N0.1 ST122 X 4 SYP Nat. ST/12 X 4 SYP N02, ST70 2 X 4 SYP No2 ST9 2 X 4 SYP Not, ST8 2 X 4 SYP Not, ST72 X 4 SYP Not - REACTIONS (tWsfze) A="39",Afk8lrJO& -O,AS=ga'A4-0,AT=97i3Bd-O,AU=9S3B4-0,AV=nA- -0,AW?l38-C- ,AY-QV38-4-0,AZ4V3B40, BA-95118d0. 809/l3Bd0, BC9, BDa-0. BEV38+0, BF=1363&40, AO-49, PP?7fJBLO, AOt%% , AJ69773B40, AM 9Z'J8-", -e4 , A.A9'Y3B-d-0, Al-SWI8-4-0, M=9748-" AG=9538-" AF 40 - AaAMJ8.40, AD=I363840, AC--8&3840 1ut11111u' MauH=A=UI(bad case 6) - Max HE1N5'?., QN d-61 BC 54 d 6 CB la BB b d 6 b ABD 4 e) W , ( e ( e ,1 ca9e6), .- ( a r ). - - - AYE:F(bedusa 6),AZ-560Oad cau ) AN-640mal case - 0 AP- 7) AO-65(100 - ? ? V 7 i ). G)STEfjFO 77j . . i ( O b560wd case 77) - r b540m d cue 7 ) AG ttlss 7). AK-,Iwd w e 7, Ab S { nise . A F-. 56( M b AF-66(load cass 7). AE-47(load case 7).AD-W(bad case 7), AC-48(bad«x 5) Mali GmA-205Ooad=a6). AA-1&5(badcase7).AS=%(bWd 8),AT=96M3dcase8),AU?5(bad? 1). AV9]Ocadcase1L No. - t 'AW92(bad . 8).AY=S$fmd dose 1),AZ-99(bad case 8),BA=W(Imd case l). BB_97(bW case 8).BC=%(lmd q 1), _ 60910419 - BD990oad case 1), B&&NbW c 8), BF=1311(oad a am 8), AQ=%lied case B). AP-98(bad cam 9). AD95(bad case t). _ AIL-970md case 1). AW92(hed case 9). AILJ4(bad case 1). A =090Wd case 9). Ak96(bad case 1). AV=97(lmd case 91. • - AG-95(load case lp, AF 9s(mdrrse l). AE-&Nbad tam 9).Aft=136(bmcase 9). A,c=1050me case Tj STATE OF - ~'• l1VDI ANP.?f ? ``? FORCES (b) . Maxknm CwVressbyMa Tasbn %`-' i6B/f 13 97/1 TOPCFgRD- 57 S-T n6 2 B a , SR 33GM 22, 1?? '?7&157•K-L-4&18Z•L-M-39207, 16Fb4024 0N-0 38261, O-P-311251 . / 100•AAAB-ZM 11, AB-AC ,15V120 T-U? 7M, LLV?-7889•V-W-707/93, W-X-13698,X-Y=166M 00, Y-Za20Nt04•Z-Ale=250 ?77/777NHtf1 ' 0, SOT CHORD ABF-00.BE-BF-09;13"E-00,DC-BD-xcm6[iDr---MEABB--0V.AZ-BAe(M,AY-A709,AX-AY=-04•AtµAX--DO•AV-AW- ? ALLAV90, AT-AL60'D. ASAT?U, AR-AS=M, Af}AR? M, AP-AG=OO, AO-AP---09. WFAC% 0'0, AWAN-W. AL-Mb4O. ? AK-AL=-951712, ALL XK aE313. A4AJ?XYTI3. AH-AI--9&313, AG-A/ -95313, AF-AG-95`313. AE-AF?96313. AD-AE=9503. WEBS 1?[ - 9 A E-xAU6 0 2 B, UAP62/76•R-AO-WM6, S-AN-SW64, T-AM-7963 ' E-BC- D-BD-8116i, C-BE--rNW.&BF-704M. P 7 2005 LLAJ4--8063, V.A J=-M 7. W-A I,7%W, X-AH?80Be. Y-AGs 9[164. Z-AF 8US5. AA-AE-73W. A&AD- 104SO NOTES (1011) 1) lkbabrcxd rod We bads have beat m&*Md la tts 6MVL 2) Wint ASCE 7-98: 90nplc h=25M TCDL=SLW,, BCDL-3W, Category II: Exp C: aMosect MWFRS pable aid=& and C-C ExMior(2) one: card r "and 69111 exposed; Lanba DOL-1.60 plate 9r4 DOL-1.60. This b k5 des4wd for C-C Iar rna ftm and bRe' aM for MVh7B Ica reatiau fi d spea e 3) Tom de.5igled fQ Wnd bads in the pkm d 110 toss arty. Fc, studs exposed b Wbd(nomvl b M face). see SCSI 1 and bic*V dmWw regLir n ft 4) The, buss has been cls bra 10-0 pd bottan rJed We bad rxaxa? Will airy otter We lmfk. 5) M pbtes are 2" MTW ugess cUrarv"ae ildcaRd - 6) Gable regWres corlaxG6 botlm d. bear g. 7) Gable sbds spaced at 14-0 oo. Cmtrand an 0aoe 2 - Job Tnsa Tn Type Pty Drees JxMy-B DBJAtS27 A2 GA&.E 1 1 - JM l 19 DatiOam Lrsrber Ca, Frmean IN 48131 fi000a M/.bY 19 2006 MTek hIOAtriea. kic 71ar.412914'.:5'.232005 Papal NOTES (10-11) - 8) Pmvlde me0arkW co-ecbcn (by obaal of brag Jo beamp pWa capable Of wMStanO)p 83 b WM at Joie A 19 b WM al Jolt AS, 65 b WM at )*A AT. 55 b WBI A Jcird AU, 54 b tpM at joie AV, 55 D WM at )Oft AW, 55 b Wbt al )oit AY, 56 b LpM at )art AZ, 56 b WM W W BA 55 b WM at jolt BB. 54 b ppM at )dt 9C. 59 b WM of j*A 80, n b upM d pw BE, 97 b WA at join BF, 7 b WBI M W AO. 97 b LVM at iohl AP. 55 b WFD at Jane AO, 56 b Wi11 at )old AK 59 b WM at Jdrd AM, 55 b W59 d jdnl AN, 57 b WM at pia A), 54 b epM at ynt Al, 55 6 WM d jord AN, 56 b WE9at)*AAG,59b WMatjoiAAF.nbL40W)oia AE, 95b LpMM)onl Arad48b W@tat)oatl AC. - 9) Thb truss Is desowd h a=rd n WM be 2003 trderta5pad Rm dMft Code mcd" 850211.1 and RWZ102 and reWW"d atadadANSYTPI 1. 10) medx*Wcoramc'Son.reacOmsham'b'...,wRCreBlaard)DIXIb b )l W!neldtd.'Caro'REAbnMNOT set*'WT'bFSseddbtf4dTiAarrqstlrawigeAnforaybadbelaagab5.atea a Alen bey of Cemta kA *V d code wad rod feImd-dnseck Te nolide kwff deed am saNOn dies ral resift h ate reparemaR of roof on 11) W ca deal s latel'N wwd moat be re50'ued to pB+at beard mwaeera d Re trace i ao Maced rnarben Dtadk in the same dYec9m See BCSa•1 Buldp Cai'rDCrlat Safely adama5m and oddQ s aaa>gne+regtra?ft. LOAD CASE(S) SMtad `` `\11tt1 uHFlrJyyydJii No. 60910419 - - STATE OF Itoo sus 0 2 2005 Truss Truss typo 0q Pry Drees Jamb/-B tS27 C1 CAM3ER 2 1 F Job new. tmemar) LUrb4r Co-, Fmkfin IN a 31 GOODS May 192001 MTek tnduatrief, lnc Thu JJ 2915.0014 2005 Pool o-? 2609 30-10.10 F 36.4.0 94:112 18-2-0 -0?9-12 65-6 10.3-7 I I I 0-9-12 5-5-6 4-1D-1 7-10-9 7-10-9 4-10-1 5-5-6 0-9-12 Scale =172. 9noMr,eN 3 E 8.00 12 - I 584 5x8` D F W3 W3 2w-= 2x4 = . C G L K I I J + ? B 7x6 5x8 H d 1 a r. A II 5x9 , 5 .00 3x6 II 2x4 II 5xB FIT 3x8 II 8-0-13 18.2-0 28-3.3 36.4-0 B-0-13 10-13 10-1-3 8013 Plate Cftsets BY F1?1 D.O- F:D40 fHT-D-4,GS?j,Pt0-I-I5 ,Edqe P4-0 LOADINGOnl) SPACING 241-0 CSI DEFL in (bc) Ydea Ud MATES GRIP TCLL 204 Pates hxzease ,.15 TC 0.53 Vert(LL) -040 K-L >999 240 MT20 2441190 TCDL 100 Lumber tricease 1.15 BC 0.91 Yerl(fl) -1.00 K-L >431 180 WISH 244190 BCLL 00 Rep Stress Wxx YES WB 0Be Fbrz(TL.) O.B9 H Wa Na ' BCDL 64 Cade M200:4IP12002 (Martz) YkVt 214 b LUMBER BRACING TOP CHORD 2 X 4 SYP Nat TOP CHORD Strudual wood slat" drec tly applied 61 2-6-7 m p dm SOT CHORD 2 X 4 SYP NMI BOT CHORD Riyldmft*m VOW urS9120cbrM Except WEBS 2 X 4 SYP Nu.3 'E mpr 1 Row at midpt J-K, HJ . M2 X 4SYP H02, W42 X 4 SYP NO2, W32 X 4 SYP N0.2 WEBS ,ROW at MkIpl D-K, F-K JOINTS 1 Brae at J45): J i REACTIONS (b'sure) B=)355434,. H=135YD3-S Max Hara 8= 384(Imd rase 4) Mat lWB-,vcKbw rase 6). N=3mocad case 7) - FORCES (b)- Mat. C0rplacaknlAav .Teraim TOP CHORD A-&{104, 8-C=4730244, C-D--413511109, D-6-17611527. E-F-1161,,57. F-Gm4436`1051, G-Fb47311118Z N-l M4 BOTCHORD B-L3124(Y4126,K-L--66V,?W,.FKJS7/2U9,H,k-932/4126 - WEBS 043161/119, 6-=49611072, D4l'-1411/591, EI- 322M306, F-I(-1411/479, F.k-.9641912, G,k-16Vm3 NOTES (8-9) _ 1) Urbatafmd mat We Idads have been OW0,1 W I" Ws desig, Z).YhIQ ASCE7-9B:9RnptS Ii2RTCOL-0.0pst, BCDI?.t?sf,(afegdyll;F?C;ercdosed MWFRS>X4Ae erd zore and C4; Fxartai(2j w?gnGla+er _ -left and dyA 0yosexi; Li4Mv DOLn1.60 pab D1P DOIW 1.60 Tics btss'n desi{netl b 0-C tar menbaa art faces, art br AflNFFiS for reacva,s 3)_711LV-SiRel led k 4)u1Fs sldMS pa95 angab0acaparilydbe.'rig ' ` ta tee, .. W 4AHSYTPt 1 M iQb 2000 kb 6 t ?y )0 . mas vOro w gena u aKe Bl'Inaddr•PEACTIONS•secf7m dHS 6cayaetle F1 wlR atfie'Mau tl m= 3 p n0bbew TIOTFS'seatlm dvtls drarig may be 0i wl7xstarq )O(XDxp611 dwid 'Pni:ide mel3urscalmmax:W1 'b• 7 .. .. .. dve9ardW a11Ne a dads of ft buldrg code rod badorm seam does nal FWA n the MWMT rA d Md 9es. NO. 9) A$ az41KpU5 bleral W mat be msbaiadb prevail - , maenad d die tram q ae braced merits buckle it ea same Nectm See BCSI-1 _ 60910419 _ Btddrg C7W-or* every l nama9m arld Lxaldry desgie mgtu* cn. LOAD CASE(S) Saidard STATE OF j A?/ 1D` ? ?N m1n AU602206 Job - True Tmv T1Pa DIY Drees Jaxbpe PN DIJALS27 (:2 CAMBER 7 I _ Jab RelererKe Oa mUneer Co., Fca IN 46131 6.000 a May 192004 2kd Mmk Thu Jd 2815:05:032005 Papal 5-1-14 F 9-11-15 I 17-ID-8 25-31 30-7-2 i , 36-0-8 41V 5.1-14 410.1 7-10-9 7-10-9 4167 5.5-6 6312 - 5x6 _ Scale =1:741 E 8 .00 12 5xa i ' Sxa \ D F W3 W3 2x4 = 2x1 = C G B II II K J L '4. A' 7xa 5? . 7,0 H ji d 6 ?3:cI0 i 4x6 2K4 11 3x6 II 5xe 3x6 II 5.00 12 8x10 i 7.35 F 17-108 27-11-11 36-0-8 7-35 10.1-3 10.1-3 8-0-13 Plate O6seb A f326T-1 APPS A42-561 44-0034 F:04-0034 H:PI-15 46-0631 LOADING (ps0 SPACM 200 CSI DEFL trn W Vded Ud - PLATES GRIP TCLL 20.0 Pbtes b=ase 1.15 TC 0.55 Vert(LL) -0.38 J4( AW 240 MT20 244M90 TCDL 100 Lenbertrlaea,e 1.15 BC 0.75 VW(IL) -0.94 J-K a454 180 13CLL 0.0 Rep Stresstr r YES W'B- 0.68 Haz(IL) 0.83 H Na we BCDL 6.0 - Code lRC2003RP1200P watrbc) Welgi t 216 b - UPADE i BPAC040 TOP CHORD 2 X 4 SYP W TOP CHORD Shch W wood stmllig drectly applied «2810 ¢;xvirm BOTCHORD 2X4SYPW1 90T CHORD WVd0.+5npdrectf apPfid«6-B-13ocbratiq. Except WEBS 2X4SYPNo3'Excepr IpiNa mkbt AA,K- L W32 X 4SYP NO-2, W42 X 4 SYP Nat, W32 X 4 SYP N02 WEBS IRON at mklllt D-1(F- K 3UDEA Le82 X 4 SYP Na32812 JOBRS IBrace at Jys):L REACTIONS (brsize) k12BB4}8.11=1345439 .MaxH=A= (Wdmss4) Max UpffA 282(bed case 6), 1?0(bad case 7) - FORCES (D)-Mwdrnm OmFrPS w Mad Telasion - TOP CHORD - A,B-4430'114a, Ill I% C4), 42'33'1061, D-61710523, E-F-1736'571, F-0,>43 ()43, G-H- W 1173, H-k024 BOT CHORD A4a116YM19, K4,44W25SZ J-K-4512822, H.b924'4090 WEBS C4aMIK DLe466MB02 D4K 1360°, M E4(-31&1284. F-1(e-14041477. FJ-:G6I M, C-J-162243 NOTES..-(8:9) - 1) (ArtiaWietd rotl Me beds lla+B beeri oMsWe ed t, M destpt - 2) V*d ASCE7-68; 9MnpN ft25k TCDL=&D* BCDL-3.W. Calegory 8: Exa C; encbeect MWFRS rpble end =e and C-C Exterbr(2) m carNeM left Wd dy? expos2d; Lwber DOL=1.60 plate g p DOL-1.60. The buss is desipnedfor OC lar mammas and forces, aq br MWFRS for reac6ore s d -: - ps t bUro 3) This Sa haat>eai deSlprx.Vf«if , 100 Pat bdbrn dwd We bed riwKarK.wap vi'Ji cry oln«lNe lwds. . 4j eabkp?at pM(s) H ouNOrn Paia6el b Wan vale vstrp ANSYfPI t-1895 aaple b Van Nrrmu? Bu1*V deslVi« shdli ve* capacity d bea V . Mxfa . - 5) Provide rdeinalcal mrracUCn ?y aR1«s)dtressb be a" plan cap" dW*SW WV 282 b WE at pre Aex1330 D opGR a part K 3 s ? r WC o n ? ? `HH 77yy »1» 7) Thee b d l In aawdRV)00 Wrd kdMWXWW Res UWJW Cede sec r n5MI1.1 arw 8602102 ad ratemved standard PNSYfPi & ttb i ' ' ' ' ' 7jy 1. ) erieVat +e he astaovlf«Ittn Mat lit{n91 ila ddae REACDOKS aeclkrldbh d ?Niq arebbad caaes 3, 4. s.4 «7QRn Reef ae ee res?ID . ...... dMtllmdc MIdtOTVkbmdaaio CUTMCUW..•b'..NBStarWXXXbryYR-.ncbirbe TgTES'secimdRisbawirgffmfbe \STe C G alsrepmded wtadeadaededRae Dlxldrq code wofbe-dwm sesRm files not suRn Re im dGes '- RF • y? 9 aW b re . PL ioA albra a abr*srtna babedb reaerilataalmoremattd Rae brace b l#nResamed BC4/ edmdM s ec6atS n i t b p 4 c m uc ee i arpcne Bu %a aRmcn Bu 6g C«ry«aent Safetytrdorm antl bWdnp deslVae No. LOAD CASE(S) Stoddard 60916419 STATE OF tl?i ?. _ ' , ? NDIA7'1,. \ ?? '1 N, 70JA1 0 ?; 100 AUG D 2 2005 Jab - Tr Tnes Type aY M De Jaambr-B DR)ALS27 F GABLE 1 1 I Job Pal®axs Darirtrm UnOer Ca, FraNdm W 46131 6000 s May 192004 MTek eid.?s'nes.Inc T/u,Rx 20 15:3Q092SIQ Pepe t 631 7-04 14-0-8 14-10-4 1 0.312 7-04 7-04 - 0-9-12 4" = i 1:321 G H F 10.00 12 E J D K C T T L' B M iS ?? 3x4 - ? - 144)8 14-0.8 LOADINO (ps0 SPACING 2.0.0 CSI D6i in (Icc) Vddl L/d KATES GRIP . TCLL 20.0 Plates k? 1.15 TC 0.01 Verl(LL) -0.00 L Nr 120 Mf20 244190 ' TCDL 10.0 Lu bw nacae 1.15 BC 0.02 VwKFL) -0.00 L nV 90 am 0,0 Pep`- na YES WB 0.07 Hw4M) 0,00 L Na Na BCDL 6.0 Cede IRC 2DON PY2002 (mabu) Weijt 96 b LUMBER TOP CHORD 2X4 SYP Nat BOT CHOW 2 X 4 SYP Nal OTHERS 2 X 4 SYP Na3 BRACING TOPCHORD Sv1a4ral wmd 40292V drec9)' tpped« 8-" m Prriea. SOT CHORD Rgd miTrg dedy appaed«1000 a L1alig. REACnONS WslZe) B=12B1144?B, L-128n4d8, (?73r1a-08.5?4144?B, Tom//144}8, L}-93'14.0 B. V-_10N1448.(F911i4-OB. P?'!n4-0$. o3Y14-P8,1?1oCar14-0e MU H«1:B=1910030 case s) Max UpfirtB-.? Cdse 4). L-2500ad C 6), S-51(bad rase 6). T-74(b W case 6), Lh67(bed Case 6), V- B4DMd o 6).0-45"qu 7), P- 76(lmd Ca Se 7), 0=? 7(Wd rase Tj Max GmvBf 29Dwwdd U 1).L-128(bW Case 1). R=124(lDad Case 7).5-95(bad Case 6). T=AbaI rase B). U93(bed case 1), V=1070md mss 6), O=Wkad mss 9). P4-wd awe 9), 0.93(IW mss 1), N=10700ad rase 9) FORCES (b)-Maxmun Carpr &mUaxinm Tmslm TOP CHORD A-B=O'10, &C-179'1 i6, C-D--121/101, D-C?-8297, E-F=4FJ119, F-G=-45+144, Gth-45'i4e, FFk-46'102, f.b4S'a„FI(?EN45. K-L-13d5B, L-At026 BOTCHORD BVr?1/156,LLV-31/155,T4J-31n55,ST-31n56,R-5-31/155,68-31/155,P-0?3U755,6P=31tlW,N10=3V155,L-N-31/155 WEBS Gib11710,F-%8Ml,E-T-81M1,D-LL-77l75,GV=-B89B, H4-BOW. 4P-BLB%JLO-n,75, K-N-M% 1)Llrlbwwa a w BVB bade refs peen mraRYW 4 exa asses . 2) Wnd ASCE7198: 9Qip14 ir25% TCOL.- CpsX BCOL=36p9; Cab" 1I; Hy C; ed[sed MNFFS g" end z and CC E4er(p(2)=is, cwMLv« Ten wd rVA exposed; Lurbr DCL=-1.so plate gip DOL--I.BO This trLw is dasged br CC kr members and brass, and br WWFRS br mX-doru fnm desbedfa,tiYA loads n ere Mane d Pie suss aMy. Far Berm exposed b»id(nornvi b ere faoy, see SCSI 1 and btBdn9 des-iIw r?'?? Rrie P,m le9 been'desipiied Ia a 10A pM boron Utord we bad n«¢aiauran wAb any Dees eve be6s. al plates ata2r4 MT211I.tess becinme iricaled .:able repees oomiaxiti boann 0 d bcvh¢ 3atiie sari mewed at 1.4-0x sm,lb medwirrl miiiecfion Dry caws ) d mra b bearYg prate cspabie d v4tabn«g 65 a rain al pin & 25 a upBt a1jaM L, 51 D tgel al ioii 5.74 p upWt at IOii T, 6l b spM d k+a U, 84 b rqN el )oii V, 45 a tgSl at pin O, 78 D wilt at)mt P, BI D rge71 d)oH O and Bl a tpin at pii K this 6ws 4 tlealgned n,aoexadXXe wie Pre 2007 YtaraBud Restlernw Cade se?xq RSIY-t t.t and FiB027o2 ad n3acMRd statdtd ANSVfPI t. tl the r1ep4Ne stlCaRe 51xlaTr m Bre •Mar UpM Lre dae'REACf10NS• secfim a Pis drarirg are br feed roses 3, 4, 5, 6, «7 Aen tare are re" d wid twd uses and Pe Tf.4d. medatoal mrxne08m ..' b'.. wiPatard X70(e 1gSt.:'rlde in Ae'NOfES'saction d ais «aeig may be dmr¢garded wtwe z deck d ere Mx7drg rode and tledown seam a0es rest resat n ere regi6miaa d and sex Pl mdixlosa lateral brace mat be restraiied b preveri m1sa1 mwvrwi d are brace a a1 braced maribas McUe n Pe same dreceat See BC%l Bpideg Coinp«teri Sa" at mr bm and h"g desgw mgdr«rwtts. LOAD CASE(S) Standard - f ltuuruirrr2j ?. HEJ2?2'''•,, G15TF .F S? ?''a a ?'?9Z 1 No. ` 60910419 i STATE OF NDIANP JQNpL AND 2 2005 ?1. _N W ? ? O, ? ?zfF p Q }4]7 ? N F E? O N O p „., a Z ? ~ S oco 3 8 ''?h?ht tPtttt?t, ntu ' aa c ? 5 ? m R , ? B ffi S W ? §? C yp? V L°4° ?? a? ?Oi7 $, E u LL ?3 RRFF MF g CE@E@ ?Y 7G 75 LS ? ?? Q E ^ ?oe?o g.,l p2 ??? ? ? firyy ng j $ b LGg 2 f ? ' g 3 g p F . y$ I JY ? mm . 6 0000? ? 1 Eg ? 8 ? ? ?y Y U JIC m N m RgpFggg$ YN1 m q1yp 19 aaa ?? ??jj 1.. .. 99 all $,?. fi l ong j l In ?? 3 ? '3'=A R?:66 P 7 Job Tn,s¢ Trial Type 'ty Ones JaxbPB Py MALS27 F2 R07F TRLW 1 2 ,lab Rdereo Davkbon Unibv Cn, FreNdn IN 06131 6.000 ¢ 64y i9 20W aA'fak IridsN», bc. Thr AI 2615:31:372005 Pap 1 - 14-0-8 14-10-4 r0-Eli 7-04 I 0-9-12 7-0-4 7-04 0-8-12 44 II - Stale=1:33. c ZFI-2 D E ld 5x6 - 5xB 5x12 II 7-0-4 14-0-8 r I ? 7-0-4 7-0-4 Ptah Oflses Kyt : 0-0004? P:EclgoO SPACV4G 2-0-0 CSI DER. In Doc) Well Ud RATES GMP TCLL 20.0 Planes braease 1.15 TC 0.34 Vert(L4 -0.07 D-F >999 240 M720 244/190 TCDL 10.0 Lmiba lnaease 1.15 BC 0.62 Veim -0.15 DF >999 150 BOLL 0.0 Rep Strewia NO NB 096 HwAM 0.02 D We Na DCDL 6.0 Coda iRC2oavrPpOD2 watt.) Welght 1650 LLMMER BRACING TOP CHORD 2 X 4 SYP No I TOP CHORD StrwWal wood sheatii g drecty appbed a 60-0 m pwk& BOT CHORD 2 X 8 SYP 2400E 2.0E BOT CHORD Rigid m-I g directly applied a 10-00 m bmrxg. WEBS 2X4 SYP NO.3 REACTIONS (b's¢e) B=5MV-34, D-+501343.8 - Max Hai B=187(bad m5e 4) Max LWBnB=-I59DOW case 5). D-1599(kad case 6) FORCES (ID)- Mailmen Carpres+ailMeldnun Tensim TOP CHORD Aa-OW, 8-C-e714/15l6. C-0.4714/1515, D-E=OW BOTCHORD B-F-10663529.D 10663579 WEBS C-F-173715510 NaTES (9-10) - - 1) 2" tna¢ ii, be connected bgetier wiM 0131W Nail die kip Tap Nab Conna 9da Jxolc, :2X4-1row 00-"m BOW, Nall ma>e*d es bbw¢:2X8-2 roils it 07-0 ac - Webs CWWAd8s' bBmve; 2 X I:1 mw at 040 bl- - 2) AN bads are Wr4klntd epely apples! to al p[p; except tl noted as had (F) a back (B) tam in the LOAD CASE(S) seebM Ply In ply mnrec5wa have . been prOAded to tigbiDaft ordy loam mad s(F)M(B), Were a rwbe lamed. 3) UMeianiatl red We bads tame Eeen'mrsklwW for to design. - 4) Wbxk ASCE 7-$ 9W#i; tK2 TCDL-e.W 9(X)ir3.6ps1: Canepay 0: E.m C: enclosed; MWFRS gable end mre: carManer Ie8 and ngN eVosed Uonbw OOlc1.9D pde 70 DO1t1.60. - 5) This tnaa has been des" fora 10.0 pill udloin dixd We load nalmnamad wm my Wren Iva bat. 6) Pmvide neNadfal MMKOal My oCrr45) d tna¢ in bearing plale capable CO witata drq 1599 D UPM a1)oi! B and 1559 E tpM W )old D. N n 7) 7hm lnzii is designed In aacordanm With to 2W3 kilitornabonal ROWWW Code ? R9M 11.1 wd FWM 102 md refervinmil starx? ANWM 1. HEl?s77, s a ` `. ? +( ? m d W p (?Q aawig are la toed crxi 3.4. s6.lnm trey are lie resuR ne raecUaras sfro¢,n ne'l.?x Op P k* of •REPGflOf4.5• secti 9) Ifte l f9•: dwiMbadcaseaandtlevw4mmedaiamnecepn..b..wASmdXX%DgN..'rotehtgTlOlESSecbmd dsdiaw:g be cJ.. GGTEgF 1 f d m l d d d O t O aner roo es dare7ardd whele a dcok C4 o bra g mm red 8adawn sector dos not resat F ie reg Q ?y . . r bwai mwemad bate a al V"d menbm diode n the S dreakn See BCSFI? 7 Al cc & m laeral Ur nxat be restrained b eva4 of tie 10 ; r ) w NO. Building Cmpaent SW*idor al- and dartg dsspw rapdaneints. L - 60 910419 LOAD CAST(S) Slardwid 1) Re7da[ Linter biaB15e=1:15. Pete baeasee=1.15 STATE OF tlndonn Loam (ply ?l Vat AC-60, C-E=60,BD=661cF=fia? • ?; NDIAt1A A-O "1 N 1011 AUG D 2 11815 Job Tnzs Trm Type Ply UBec JacpbpB DFUALS27 H GABLE 1 1 o Job C may aAOSOn L1xrEer Co.. Fraridn IN 46131 fi000 c May 19 2004 MTek IMr9roa kc The Ja 2e 15:32292005 Paps 1 )1 1094 6-4.8 129-0 - 0.9.12 6f8 6-4-8 0-9-12 04 = SCab =129. G H F 10.00 12 l E J 0 K C L y m I B c Id - = 3x4 = 314 12-9-0 l ? 12-9.0 Plate Ormeta K' 0-0-0 LOADING (pS4 SPACING 2-00 CSI DEFL in (bc) Vdat Lid PLATES CROP TCLL 20.0 paters bltreasa 1.15 TC 006 VW04 -0.00 L ny 120 MT20 2441190 TCOL 10.0 LuMerlnRease 1.15 BC 0.03 Vrxt(RJ Q00 M M 90 am 0.0 Rep Stress hw NO WB 0.06 lan(ce) 0.00 L Na Na BCDL BA Code IRC20OYrPt2= (Mabi1) Wewt 65 b LUMBER BPAC913 TOP CHORD 2 X 4 SYP NO-1 TOP CHORD Sbw9ad wood afw2t'Ig dremy applied a 600 m p rrm SOTCHORD 2X 4 SYP NO./ BOTCHORD PlodarSy drecIfy applied a 10-0-0 oc bradrV. OTHERS 2 X 4 SYP Ha.3 - B=115'12-90,1</1572.9-0,f?7Yt2-9-0, 5=9Y72-9-0,TS6'12-9-0,11=1011f2-9-0,Y J72.90,03V12-9-0,P?6'12-9-0, 0=10V12-9-0,1k£5?129-0 REACTIONS (b/s¢e) Max HOrz B=174Mad caa b) -71(bad terse 4j, L-?33(bad case 5). 5?54(ba1 caze fi). 7?73(bad date 6).1Jr74(bad Case 6). V>58(bad rase 6). 0=-49(Imd case 7). Pa71(bad case 7f. 0-73(faad ?a A1ax Upf01 N Nb54(bad case, Max G+av 116(bad case 1), Lr115(bed case /). R=113(Imd case 7), 5--97(bad case 8). TJ6(Imd case 1).Ih101(Imd case 1). Vd6V=66(111,1 mere 6). 2470batl case 9), P-06(/Rd came 1). 0 -101(bad case /). Case 9) FORCES (b) - Maxinm Carpressionvoximlrn Telsim TOP CHORD kB"026, BC?17Y706, GO+12596, 4Ee81f9D, E-F_iN108. FCvA`?134. GI}+45'13c, /4L.-0G'69. I.b4H40, J-Kr 7445, N-L= 12]/54 - P$28Y43, 4 P=28t143-N?-26t143. 4H>26?143 BOBCFIOPII 6-V 143. 4R.2 4 1143,T1b26'143,5.7-26'143. I-P -S=-BI 4318, -I WEBS GR =106o, F-S=-61/Gi, ET-B084;Da1?83?Bt,GV=-GVIS,H4B7158,FPae0B1.Jg8381, 1(44-GY71 NOTES (l(m) - ..- 1) thbalarczd red We bade have teen mcb%W ti tit drsigL .. 2)Wr1d'ASCE 7+98,gW#,; twZt TCDLx4.0W,,BC04-a6W. Cakpory[I,Exp C: mxksed: MWFRS 9" ad erne and CC EOdeM(2) mnt cumie ' - left and rVd 00mad . Luber COLst 60 page n DOL-.1.60. TIPS b1w Is cleslgadlorC-C for mwObas and 6dces. and b WWFRS br macfiom " il a spec v 3Ti,mss desgled far wtd loab If fo pam of b9 bun 0*. Fa shade ap06Cd b wird 6orsnal to be ace), see BCS11 and he[bg desigwi suq-xeneeS 4) This truss has bear OMWW for a 10.0 psf bmen bad five bad mlmxs+ree with a ml cow We loads 5) AN plates as 214 WM wim of lelwke ixigkd L?111tH H NNIN/j ' 6)Gable rem+as Cm3wIDuc hamm chord tear riy 7) Gable sbds spaced M i-M m 8) P"Ade medardceh Cauactm(byoftm) of truss b bearig plate capable Olwftbarl p71 DIpEt Npbt B, 336sPBlepd454btyTA al pFt S.73 : 'GI.... 4, ''• 0?. bL4*R21)*dT; 74 b LOB ad)*dU. 58brq&Mjont V. 49 b upm m joid 0, 74 b WO at)** P, 73 b LW at pie 0 w454 b upra al)oid N. f0 F 1 and R9(2102 and sekrared standard AN%1P11 9hto 2007 tde iQ Nai Code secYxo 8502 11 M i dn o e mlfosal Re a d d 9 TM . . . ple acc r anc w r s r w es ) s are fa resin[ 6 M 7 team Va di l lgrI 71F1 CTION5 11o f fib dfam alert had r25as 3 10 1f W U f 4 5 th "M ry , , . sec v ) ao s aws w { m O e 4 n o . 0 rea a F10921 e m No. 1 dwedoadrasesandto Ro1dertadeicd madbn.'b'..wicad 0 (D4pi6.. erekite TIOTES'secficncifusdrawigmaype = = 609117419 = disregarded wfiae a check dtw W03g code rod fie4pwn secam dam kid resin n fo m ufrmee d rodres. = t 11) AM mrtl'saaq alaal braes fluid be restrailed b preree ater'dl ffo inlet cite brace tat Laced m iaers buddy Into same direction See BCst-1 . BuldrlO Carpawe safety 44orrr20M and bi83g desow r gxwwAS. - -Qq STATE OF ' (J LOAD CAMS) Sandird 'i'?y?-•/)VDIANQ.!fa` AUG -0 2 2005 ???SD ? ?gfy-i0-:899 gH. W?? ?Ca X?? ti g 9 0005 a 5.9.19 ? ' p ?(' qS 3 ${p {p C ?ffi0 2N2 G Y 4 a.at9 `Z S ;jJ PP t W A ? [ J ? 0000 ? ?j$ } ? ? l X 4Si 9 }pj ? k MI R ??? ? 0Q df ?41N ? B? , a y 3 qW ? m e ?tg let N aR y O A I oil 6 r p 'b? ? ' W e T itY ? r '' ? ]N Yd ? p3{ A ?, O Oil i1? gyp pp.. Q twill uur"?? S ? r 2 a ?, L 9c?`C r% 8 e ro? a ii a P N ? am /?= m $ m ''",mu ill"w o y Job Tuns Truss Type ay Pty Drees Jacoq•B DIUALS27 K GABLE 1 1 Job Rekmrce fopbmQ Dati6sai Lurber Co., Fraddm IN 46131 ILOM a kby 192004 Wok IM bias, Ic. Thu Jrl 2915,34.5520U5 Panel 11.11.6 X12-9-41 511-12 I 0-312 55-11-12 5-11.12 0-9-12 414 = $CdIB =138. F G E 1000 12 H D IT, 1 C _y D J K ld = - 314 = 314 11.11-8 r 11-11-8 LOADING (PA SPACING 2-00 CSI DER. m' (11 ydet Lld PLATES GRIP TCUL 200 Plates 4lveasa 1.15 TC 0.04 Ver44 400 J Nz 120 kTT20 24N190 TCDL 10.0 Lusher baease 1.15 BC 0.02 VaI(TL) -0.00 J rJr 90 BQL_ 0.0 Rep Stress trla NO WB 005 Horg7l) 0.00 J rVa Ne BCDL. 6.0 Coda IRC"Oi 0G1IP12012 (Ma440 Weig t %a D LUMBER BRACH TOP CHORD 2X 4 SYR NMI TOPCHORD Shruchrai rood slltutllig dredy applied or 6-0O oc pudrss. DOT CHORD 2 X 4 SYR NMI BOTCHORD Rigid eekgdirectly applied a ID00 cc brackxj. . OTHERS 2 X 4 SYR Na3 REAGRONS (dsize) H=134ry1-1141, J=134l11-11$,IkTU11-it-B, P+9FJ11.1141, o-67l11-11.8,fL126'11-n.6.N?HT1-n-B, k187n1.11-B. u12Nn-n-B ' Max H=B -184(kod lase 4) Mgt WNt&,aB(batlcaze 4), J= 16(ba0 csse 5), P=-56IIOad case 6). Q='661batl ca^» 6). Fb91(bad Casa 6). tb511bad Use 7). Ab00(ked 2'e 71.1?92(bad case Tj Max GYdv B=136pmdoase i). J=134(kad case 1). P_705(IWtlpae 7), P-99(bid rase 6). Q-671? Caea 1), R=125(bad caza 6), NJ9(bad Case 91. kkB7(Imd case 1). L-126(bad lase 9 FORCES (b) - Maxhnlxn CmlpveSdaYMa?unrm Tern - TOPCHORD 'A•8-626,B-Co-14Y101.083'94.DE=-4,YYl. E-F?dS'126.F-G-4,J126.GFf=iS79.KL-4937.1.691b1, JK?ZG BOTCHORD &R-Ml36,GR>2el136,P-Cb-2Gh38,OP-26+136,NIC 6136,MJb26r136,14-26h36.,L-26+136 WEBS F-pa9B9, E-P?7lfib,PG-7489, GR?701/108, G/?-Bb91, H-hbTN79,Hrt01/104 Nam (10.11) - 1) Ltlbatarced rod We kvffi hM beer ccmideredb tae deslgr. - 2) W41S ASCE 7.8& 96nply hmWt TCDL-6.0psf; BCDL-&6pst, Category III Exp Q wclm4 MWFRS L74hb and zme and C-C E*.Dr M WWN awlelOv kA and"exposed; Lumber DOL^1.60 pkft" DOL.1.60. TM Inn b desV d for GC for nlenbaa and farces, and is W'/FRS for reactions s ecified p : 3)Tn=s; desgmd kT will leads h ba plane of the, Irm ety. For saws exposed M wtid (normal k, the face), see EMI aril hid -'dewy legi--ft. 4) ITft m bda been deslgrcd for a 10.0 pat bdtomh dod b: a food rcnmwzrerd Wltl arty other eve haft - 5) Al pla}m ale brA MT20 mesa dtlftiuise i dicaied 0) Gable, regibes caifiwou5 bokm dlord beat-. 7) Gede studs spaced 01.40 cr. 8)Rwide N ) i a n 49Dtgfilt mjoM 8.18 Dsy81 a11dd J,56D upHl at Joint P. 66 m (y/[Alas)dtrfusb '- coPablad , 7 R d 0,9 b LpM int e u d d 92 D D upidt m)w451D 1pHt mpitpI d en9¢01a1 joNl Iy tQ 9 a m R Co w d 8 This h Is abora Residential ft&o*d In `"u 11 % Ivym to restm `,ys1 ` H a ding ?uTJOWTa*ee, 3.4.5. 8, a 7 7I m d uup •EACTIO o U o ctim D q g G ` am,ae Fw i e ine stam t . d lt I m e of d tas 'd 2 d d M k f e hA* d d 6 ba d l t d o reg ana ro . sey r e % m a oc g co a an a an se oes nc resu n o m s hcMe it to same dreian See BCSi-1 11 Al l ftW b W b b t b* W • t f ft h t t tr d me de ni b c ) races m a r mo, r a e n r ca xraa e ms preven ene o a &"V Carps Sally tt matron and h"V daslgwr mpiremet. LOAD CASE(6y Standard - NO. = 60910419 c STATE OF J/I 010 ??7 11111U`7 ' AUG 0 2 M Job Trua Trras Type oy Pry Dreas Jacoby B DRJfJ.527 Kl COMMON 2 1 Job Reiermu Davidvar Ltrrber Cq? FraM6i 11 `145131 6.(X10 s May 1921104 ASfek IndNrln, bK. Thu Ju12e 15:36:192005 Pawl F0-9-12 5-11-12 { 11-11-8 )12.9-4 0-9-12 5-1112 5-11-12 0-9-12 4x8 = Sege l2u C 10.00 72 1 Z D .21 B E I 8 F 4,6 - 214 11 415 - 5-11-12 it-11-8 r 5-11.12 571-12 Rate OOSets 8: 00+9 (D,0.0-3,040 LOADING (ps8 SPACING 2-00 CS1 DEFL in OoU Wall Ud PLATES CPoP TCLL 20.0 Plafes kK 1.15 TC 024 VWKLLJ 007 &F >%9 240 M120 24411190 .COL 10.0 Lunber YlaPase 1.15 BC 0.17 Yerl(R) -0-08 &F >999 t00 am 0.0 Rep Skean I= YES WB 0.07 Ho2(Ty 001 D Na " - BCDL BA Code Ii72003 rP12002 (Mattes) Weight 52 b LUMBER BRACING 1 TOP CHORD 2 X 4 SYP No.1 TOP CHORD Stu.?heal wood slwadsg dra4y applied cr &M oc pw*m i DOTCHORD 2 X 4 SYP No.1 BOTCHORD Rod carbrg directly applied or 10-M m braurq WEBS 2X 45YP N0.3 REACTIONS (Ws ) B -477,D-M, D=4n103?8 1 ram 5) Mm 3W Max l1pB I 30(bLVftEi ed csm Bj. D=-130(Imd cam 7) FORCES (b)- Maxknvn CompressimWaxirnm Tasim TOPCHORD AA WOW,BC? 1160,0-D 8AOO,DT OW - BUT CHORD &F-MMB15,D- ?MM WEBS - : CT-0225 - NO'fES- : (e-7) - - - 1) L)rbak ri d rout We loans have ban Ommidered la Otls desV, - - - 2) Wart ASCE 7-94 9ftW h=25ft TCDI_-B.Opst, BCD".W, Category 11: ExP C encbse4 MWFRS Wbla end zme and GC EderloFM more: fever left and rigid eVcsed; LmiDer DO1=1.80 plat grip DOL=1.60. Ties trM is d"W ed br CC kr rmernnbews and form, and Nov MWFRS kur reaulbrss - 3) tun bey dasgrled for a 10.0 PSI bdsm di0rd live bad mrmrcvralt wise arry other"bads. - 4)Pravlde meclvdral mVmcdm(try adwrs) of buss to bemkp plate oFable of wWk%bndM IM 1b WMM)oke B and 130 b opkk at)o„D. 11 5) This btms a desgried In aoccrdarce, Will re 2DO3 Irlmaknal RaMder" Code sectom REM 11.1 W4 R8M 102 and reherenoed sWdwd a I ?R remA ,*Q M for 4, 5' fl4 N L ' E CTNSW section a ?xx F%;s •; r?. and ?? . M o-? a l ?Q &Zwvg w fm 'Provide `.`` me c w ? b e. i mq4wwd braced merrd ckle in die same Mtttim See BC-%l p ers k 7) Al NrKrgB label braoas WLISI be mob VWW* kdWW ffWWKVRda Nye bmme d al BuWg Ctffpmad Safety kdormarbn and buldrq dnigr rmrykerner6. '' - No. LOAD CASE(A-57affird 60910419 JI ` ? STATE OF f ?'?'?•,!yDIANP ??? AUG D 2 20(15 Jcb Tmt= Truax Typo aY PIY Drees JacWyB ONAL.27 K2 ROOF TRUSS 1 2 Job Pelee w 0e1,dlrn Cartel CO. FradSn IN 46131 &=s tAy 192aM M"fek Ir10iNrim, kit Tu,R1281S3@51 IDCfi Papa 1 r0-9-121 511-12 11-11-8 12-94 I X 1 0-9-12 511-12 5-11-12 x9-12 4x6 I I Sofa =1 C 100DF-2 Z S D E F 4x8 // 3X10 II 4x6 ?? - - 571.12 11-11-8 ' 5-11-12 511-12 Pbm Olaets IB:0-1-10.0-1-IZLTD.0-1-10.0-1-121 LOADING 00 SPACING 2-0-0 CSI DER. h (ec) Vdd Vd PLATES GRIP TCLL 20.D PWO lnaease 1.15 - TC 034 Ver(L0 -0.07 B-F >9E9 240 WT20 24090 TCDL 100 Lknberbaease 1.15 BC 0.69 VartM4 -OAS B-F >980 19D BCLL 0.0 Rep Stress i,cr No WB 081 Haz(11J 0.02 D Na Ne BCDL 6.0 Coda WiComarrPiam wal b) WeVt 124 b LUMBER BRACING - TOP CHORD 2 X 4 SYP WA TOP CHORD Sh xtral wood sbeafeq drecey appled a 6400 co purlha DOT CHORD 2 X B SYP 24ODF 2.0E BDT CHORD R'gid oePrp drecdy applied a 10-00 co brxm WEBS 2X 4SYP N03 REACTIONS (Ns¢e) B=12EA38. D=4262/0<i-8 Max 12rZ B=1 B7 (kod case 3) . Max UPWS-1363Dmd kaae 5). D--13B3(bad case 6) FORCES (b) - Maxbxxn C0,Y PINdwAb anon Terakn TOP CHORD A030, B-03966'12]6. C-p- ?68N2I8, o-E?".i0 BOTCH0RD 6F?894-965. o-F=A94/19G5 WEBS C-F- 1467/4641 NOTES (9-10) - 1)&plymissbbe e wid, 0131YSNab r#200ws: ' ll at fdbwS 2 X4- 1 dKwds at0-4000. - cmTec i a, dx ts da e ed as 2X42X a -- 22m0-7-0 oc t wl bg il 9 lcBl WeDe taYfebbd aVns 2 %4 . -11 IOw at 0-9.0 OO. - 2) AE toads are mreldeled eqm* wpW b all P6es. except i c led as bmt (F) a back (9) face h the LOAD CASE(S) secom Fly b ply mrlectlue lave - been pmided b dskbute or>ry WdsroMd as (F) n(0) . atlesa 00aaaare hdlated . 3) UrbUvked root We bads hale been moldered fOrlNSdasigu 4) Wbd ASCE 7-98; 90mp15 Ib25R, TCDL=6.Opst, SCDL-3.W, CatelM R, EV C: named, MWF0.S gk* aid cane: c ndwer lee and dphl ems: ' Lanbm DOL=1.60 plate gdp DOL--1.60 - 5) This 1rIm s has beer, dwVned 21 a 100 psi boWm dad M Zed na,Wl wmt wdh my adrv We Toed, wMmWn*lg of 7) ? d d D , " "L 7hb toss Is deslged h_ aovwd arct IBM ft 2003 VAWU&rQl R COd aM rxctId im P775YTP11. SY,a e Seclicre ?°.11 and ROM102 rek ? ] c 6 N 8 b ? 8 Gi d V N w : es e- IQ ) r er , sPan(a):38-" Iran 0-04 m 11-11-8 ,. Sl O 9) 0fa negaWO le90" alq m to 1AM Up6t• Ned se REACT10N5-:action dM tawig are for bad ca 3 kS v7ta, Wey are to 6 resAl ??G VV •` 1STf ''? ?j ''? . , . , . ? ; G q . dwe,d and osea and ere'PlovNa oledariew OOrr,ecflon. ?m-.. wmala,d XX%61901: ?nOte bee NOTES'sectlm dfda dmwtq may be p •Q? FQ y disre arded wtvve a dark d de h l d d b d 'L = g i ft co e ro e p secdcn deea not resrdt b ba mquianerd a rod ees. 7 j 10) N oOntixlaa lateral brae9 anal be tesha}ed b Pre+erf lateral mmT rrerd d the Lsxs d as braced mambas drift it de same drec6m See BCSp1 No. Bull ft CwPmv rt Safety Wkmwkn and br#q desy,a reg lrerroer,W 60910419 f LOAD CASE4S) Standard - 1)Iieq,AaC Wrber e,aeaee=l.is, vbfe lnaeas?/.ls - -?Qj STATE OF , IhdOrrn Loads (pl9 :i V ''•../ P?? vercac-sD c-E_-fiD 1w>661(F=sa9) . . AUG A 2 2005 Jcb Tn Tn Typo Dh' Py Orom lacotry-a CNALSZ7. L GABLE I 1 - Job Relenxxw iwbae 0 Daridsm l4xriber Co., FmrATa IN 06131 6.000 s May 192001 ASTek IMUSMea.lra Tlu,hl281S3@572005 Pepe I 411-8 1 -0-912 2x4 U ( 0-9-12. 411-8 E Scale - 1:12 2x4 II D 6.00 12 2x4 II W't C T/ ST2 ST1 B 131 20 - 2x4411-8 2x411 2x411 4118 (DADING (ps1)' SPACING 2-00 CSI DER n (10c) Well Ud PLATES GRIP TCLL 20.0 Plale9 lrlCipASe 1.15 TO 0.04 Ver11LL1 0.OD A rJr 120 UT20 24N150 7COL ' 10.0 Lu a Y[resse 1.15 SC 0.03 Vergn) a A Nr' 90 BCTL 0.0 Rep Stress Ina NO WB 0.04 Hangn) 0.00 Na Na ' BCOL - 13.0 Code IRD20MrrPt2002 (Mabel) Weight 24 b LUMBER BRACING TOP CHORD 2 X 4 SYP NO.1 TOP CHORD ShXbjWwood Oeatkg ectly applied M 4-11A ac pu6¢, oxcEDt M4 verocab. DOT CHORD 2 X 4 SYP Mal DOT CHORD Rlgid cebv directly applied a 10-00 oc bnacag. WEBS 2X 4 SYP N0.3 OTHERS 2 X 4 SYP No.3 REACTIONS (64Im) F:37/F11-6, 8=128'b11-S, C>=811411 e, H=15TJa11$ Max Hap8=123pmdw 6) Max UpBIF 18(bpd Ca586), 8?28(bed case 6), GtA0000d ta5e 6), ht?51(IWdtasa 6) FORCES (b) - Maxenun CartgmsdoYMaxirnun Ta lcn TOP CHORD A-B-M &016632• C{b74113, PEa2 I. E-F-31/43 BOT040M &IMgG-H?,FG=W WEBS D-G-6493, C-Ib1221174 NOTES (8-9) - 1) WY1d ASCE 7-9Q 9MVN tw251t TCDL-O.W,, BCDL=3.Spit Cahgmy il: Eiy C: encb¢eq MWiFRS gable and mre ad G-C ExMria(2) me; catimw - aend. dgtd exporod: Lumber DOL-1.50 plat, gip DOLn1.6Q TNS brat, is dmOwd for C'-C b merbm and brces, and fa MNVM br mad" md . . spac i 2)Tr desiPredidrwWbadsbfiepbmofft orby.Farshrdvexpowdb Wed(m,, Io gface),see SCSllandbt"desI9rW regiment . - 3) TNe lnas Lae been designed fora 1D0 psi b01bm dxxd Wo load rvxxmarrsd with mry obey We keda. 4) Gable rSgt witfiuda botlo iddra-bWkip. 6) Gable studs spaced at1-40 m 8) Pmvik uietbalYal owacron (by obas) d boss b bemV pole capatle of wiTsMndrg 16 b opti8 w joid F, 28 b rpM1 at)ptd B, 40 b IyMI at)o'rt G and ' 81 b Ly9B of J0"K . 7) This ftw t, dMVIed n aocmcbr a wtlh en 2700 Vilwaboral RasidwU Cccle secvaa F60211.1 aid 111309.102 and rekmx;ed sandard M7WM 1. 1 11 0) wind o M 'ro in s TOTES4 sOnof Mb7 of clrawirV medvrioW L P c `a ocbon ` .1Qa L HE/1 rs;''• - V rad adw ad of ee brdd .r sec5m dm; W r vdl `` ? 1, ,?? T 9) AN mrdl n 1a11sal Laaced mul be M aixd b preyed bleat mwmwd of Die bate d al booed meffbm brddeb eta sane dmeWn. See BCS41 ` . E'F)?•..? . y?: ('j1S Bt# ,W Safel Iriftwa5ai and baldr desl -m *-eis Ca ? 9 0 ' g y g p . " % i Q 42 , ' LOAD CASE(S) Slsdt,d No. - 60910419 1 t STATE OF + 11 +++! !+m H1,111 AUG D 2 1 5 1¢R {y m ? N 'x x G O OJ ? $ ? N 33 gas { ?caj }]$ 11 ZZ g ? l ?A S 1 jai J?4)U 1? ? NUUO e ? N w f? N o . ?? s? OPP saw q eQ S ' $y pC <b qO' i 'JS ? m 0' 8 ri? god $ R s 9 ?? R } 800 SHH? P ? e 9 ¢ W ? L a {, Gm 3? g S ? ?'?j ? 00?? N a N a C b Q Sm qpp .... . .. q? `i z N Z Ct?'' icn a 1.9-1$ » N . LUU jz m 'L LLO Z` 1W _ o If N '/ ` $? 33 ss ???fff 11111 & .? 11111"` .. u Ym00 ? N ? D 4 F7 G it y Rk tl+ ?iy y P1 H 5 C ? s gs?g E 8 ' i &88 C c d ry- ba-G f N ? ? l$j j?U ]Q ? uFfl1$G n R R ? E y a a b O 333 g gqmnN II sE? ? ?. I ? ? (IN EyYISj jj ?g ? • E? i = 81 LL U u l ?'S ,k ? . 'J fr 2 A? 1 . OYO xx m ? 0000 XXX X y . h ?. Ltt' Job Tn Tw Type ?6- Py Ueea Jawtr)-B DRIAIST7 V1 VALLEY 3 1 Job Rdemnce pavidtm l,rtCer Ca. FanAfir IN 46131 6000 s h47r 19200! ASTek h+aabiea. ne Ttu JJ 2915:40.522005 Pagel i 1-6-9 B I 3-1.2 I 1-6-9 1-6-9 - Scale =1:8. 10. 00 12 T C A B1 . t 3 1 2 2114-7 2r4 R I 3-1-2 Plate Oftm B., 0-3-O' LOAdNO W _ SPACD G 2-00 CSI DEFL n Ma) Vdeft Ud PLATES GRIP TCLL 20.0 Platen Vtwea.e 1.15 TC 0.02 Ved(UL) N0 - roa 999 MT20 2W90 TCDL 100 Lusby tgea5p 1.15 BC 0.03 Vmt(TL) rva - rva 999 BCUL 0.0 Rey Sbess nw YES V.8 O.DO Hw4n) 0.00 C Na rVa BCDL 6.0 Cade IH2D037P12002 (Natl.)' - Weigh 9 b LUMBER - BRACING TOPCMORD 2%4SYPNO.1 TOPCHORD Sbucbrlwoodshea4tlrlpdtttyappjed0131.2,,pUrds. BOTCHORD 2x4SYPNo.1 BOTCHORD FWm7,Vdec9yapp9edal0,"ocbrau% REACTIONS WS' e) A=82r}1-2, C+B2ld-1-2 Max HcnA 3D(bad case 6) Max LWtA-17(bad Casa 6), C-17(load Casa 7) FORCES (b) - Maximus Compras51uvA4vaua TwWon TOPCHORD A-B-T/ ,B-C-71134 . BOTCHORD AL-9141 NOTES (7-8) - 1) LkbWWMd rod Yra barb lave Gael W164brod br trtx tlatlpL 2)Wht. ASCE 7-9& 90>47x Lm25t TCDL.&Opaf; BCDl.-38W,, Category II: Eq G endo ed MWFPS gable end msa and C-C ExWrorM xw a, rantlem - kftandVdeVosed:LumberDOL-1.60plat grip DOWAA This U= is desyed 1w CC br MaTboa and kw acrd br MWFRi kr readium 1ed8ed R 3) TNa Glen t¢s been desiWW br i l0.0pd b11tim diard M bad rlormiwnM mT1 ary Wry Ire beds. 4)Gabb MjgmmWXioL*boW mwdbeahq. " - - . 5) Provide medw*ai mrlecfforl'(bf dhers) Of hus3 b beaYq plate agable davit &aIX%V 17 b 4M M )*t Aand 17 b UP6ft W )Qt C. - 6)TUBbusti9dealgl naRtadarae rilld92003 Ii11ertM9ara1 Residual Coda VW6"RS02.Ii.1and8862.102andrd&vhcedstandard ANSVFPII. itp re5lA 7)Ob re d 5humbnak 'Ati1 Up67P Tnedtr'REPLT104J br bed g ylb ) aldYlb . a re s S 26 Wd 0 section d daw 9 tio cdtis &av* .' note muY Of Wild bad eai Ore' and e * C O rne P o 1 to 'NOTES' be e '.. slMM WM r bL* od FO -daym do Ain d*ck of a 8)A1mrdm klerd Maasnn,MbB eW*ed precast all MWWreMddetN Nal Wiced ibes bum nTa san18 dmcbm See SCSLt BtjkVq Cwrgwlnt Salety kftmadm end bdrfrtp dedplu repirwnerts. ``.`?` .••.1$ H,.. s ,,, LOAD CASE(S) Standad ?'pS,Q?G - fAFO*\'?.7Z NO. \( t G09ID419 i 7q} STATE OF o,? hOtRN,.•r? o` L ?. AAt 7jl nnnNlP AUG A 2 2005 JOO Truss Tess Type Cty Ply Dreaa JamLyB MJAL-127 V2 VALLEY 3 t Job MeerJCa DeridsM Lerber Co.. Fruadn IN 96131 g 1X0 s Msyl92,164 MTok FdaOw, av Tba Ai 231591'032785 Fsp 1 &1-12 '&1-13 4X4 = SUIB=1:7 B 1000 12 T 51 C I A 81 I 2xd // 2" 11 2r4 'Z 6.3-9 LOM%(wo SPACM 2-" CSI MNL F 5cc) a'dell Ud- PLATES GAP TILL 20.0 P1ab5 BIamSB 1.15 TC 009 Velt(Lo r" - n'a 909 MT20 24V190 TCDL 10.0 Lwbwmvease 1.15 BC 0.05 VNKM rya - M 999 BCLL QO Rap SUesa I= YES WB 002 H=014 0,00 C n'a roa BCCL 5.0 Coda tF1<,2003RPt2062 (Marta) V1ei911' 23 b LlM1BER 3RACtM TOP CHORD 2 X 4 SYP Np.l TOP CHORD Shuct l vupd d*aRlkg dmcdv appGa? a E -0M a pafin. SXCHORO 2X4 SYP Nwl BDT CHORD Loyd m.+lry dreary appied Dr I O0" m biaR1¢ OTHERS 2X4SYPN0J REACTIONS (Wsts) A:120Ti&9. C?12D76&9, 4?156'F3.9 Max H0aA= 72(bad rase 4) Mar UpT>?35{baa rase 5), F-d4{load mse 7), D_ 9(loatl [zse 5) FORCES (b) - Ma)dmm Cwrqxessi rrMaxham TftBm TMCHOFO A-B-8152,8-C=81145 BDT CHORD M)-17M C-C-17= WEBS &D-11S'45 - NOYFS (7-9) 1) lk"w d rod ivs bads have bddr mrtldered torte do*m . 2) rnra ASCE 7-9& WrVN h=2W TCOL-G.Opat; BCDL.--3 W, CabDWy II; E V Q wdceed MYYFTii gable end mle and C-C Exbr-x M soils; C.Y& er left andrNtAexpmW;Ll9rWDOL-1.60pbb"DOL=1.Op.Thi huesbdewradtarrCkrme?basandftr ,andforWVVRRSorreactions 3}7hae LeFil tla6lA>ed 4xa10.0 pd ti[/Smdldd Nre ldad normcvrerawlN a^Y OIha Ne kaGS. 4) Caabb mgasea cgrl5ii bdmm daxd bemb4 ?atiwido-lredxlNtdl nrner41o1(ay ddxaeYde?s? t0 ?ravP?<zpaLle dl wbala16ig 36Ewi?t at lchdh44 bLpdfr afjobdcandab ywrt m}or4D. - ?dANSYT I. _ .1 ark labf¢102 and reke ia8Lad lu 2003 k4ehelbi Ca m t* m Nr a prGmf dv-M en6al W 7r rew m d cg dr 7) o *g h C, of T&ACTIOI x tf or sey M rie re" O rates 3, 4, 5, own `rl p611• d de mx6daih Ili 1Ns I w 7) lm d n..' b'TO hwntecT[ W.. . . w ltluk dld X))O" b sp hme TID ip mdk lY4s d alWg may be TES' seWm of ell , '[ C( d ti a d *%d d WWm M h dHs{p"d. Mad rded rAieia e ¢flf of ftMle Et1Aiqroa oflf4dJMy h mdand tfea. R i does in the b fh W 1}11118 11N IlY a 0 DN an 11q+a11aA d1* Ble r4at6 all gaxdltMTbets twldde tithe same d2c6m See t3CS1.1 xy111 lIY,J 3) Al wdinlo0a taklal yraClB magi 6e la51rdtifd 3lprever4 bkT i B lb C m M d d h >d 4' '. ??Jj?/ 7 a rp a wma 6n an lc r1D ds pulm4 59"Y gm sdr>er?. ,?,?,.e S • ? . S •,,, S '1 TE,gF\, (?' LOAD CASEM Sdarxlatd cj :- GI ND. ? i' __ 6091(3419 ?F STATE CF "1v Y?i AL V\1 I 1Y \ I - rRypl 111111111Y1 I I Au6D2M Job T? Tnse Two QIY Pty DR?Mmt B DRMSV Y3 VALLEY 3 1 Job Ralerexe 0ahdsen Wfber C0.. Frarvaui IN 46131 6.000 a Alit 192009 MTeA IndcNas, I? Tha Jul 26 15:43:152006, Page I 4-30 &5.15 4-9-0 4-8-15 405 c Scale = 171 B 10.00 12 T 571 C A U4 ii 2.411 - 40 J 35,15 9-x15 LOADINGS S4AGH7 240 D91 it (ICG) Vd ap Lti PLATES GBIP TCLL 20D PGles ll v 1.15 0.14 T Veft(w Ne i?a mm 244h00 TC01- 100 lAarbatioease 7.15 .10 L 1 Ve41(TL) fie Na BCLL 00 Rep SiresAiv YES 0.05 W 5 Hor4n 0.00 C rda IYa BCDL 60 C * F -20B TFMM . W) Wegrd: 36 b LUMBER BRAl9N(1 TOP CHORI) 2 x a SYP NCA TOPCHORD SbuMsW wood abeaavg directly aFpkda&0a m pv: *. 50T CHORD 2 x 4 SW N0.1 BCrT CHDA0 Fj*calling *vctyapplied vto0.0«bladrp- OTHERS 2x 4SYP NOs - RFAC00115 wbi* A=15546-1s, c=,fi6"4575. o-?SU-&15 - Alax HMA=f 13(kmd,c&se4) f.1a4 upwA-all(Ipad case 6), C+50(oed nbe'), D-52lb36 case 6) PORCE9 (b)- Maximm Co? Tensim . TOP CHORD 1 514&33. Bt>14Wrk BOTCHOT>D h?-27B1. C-D=Z1167 ' WEBS MOM (78) 11 UlbblWuad lcri live bachherin beep ed far d8s**m 2)WM ASCE 1-9a:9L,*h h=25q TCOL?.opsb BCDL--S.WC¢xpaly 0;ExpQawks*A/WFRS gable end ape and G.C FxtaraM cwAiLwer - esy06etl:LUnber DO1r1,80 Ph1e 9TP D0laf.BR 77tll lnsSl4 duo b(CGbmKnbmwdkq ,"1cw MYVFMkrmacacft s ? l 0) This Gn has Lem dmIgrod br a I0.0 pd bodom almxd In LW nod wfb airy Mw We laedf. _ 4) CAM M71ms GUOK %d kMm dad be r1ra .. :- - . .. - 5)PmildeffW)mW,'3lQwwa acli(by 01harN d vubs'b bediarj pia capable of wglsl Kft 36 bfpW MjDi1tA. 50 b Wall al)oad C" 52 b 9W;O 7lAa D. .. 5) ih* tnrss b tlMW*d F BaWdlilte Mh tie 2003 Ayeafea6glel Rogdelldal Cade sw%" RSM 11.1 and ROW-I02 ad reWenced StvxWd AeLSV7Al 1. 7) 0 the MgEtNe MaCbms SWM di rie %1ax UPIr We dale REAC IOW section of M &a*" ale br lied urea 3, 4, 5.6. w 7 dial lily Ilia faw4 ulw11dked cabin anddie Tll Memedraial rmmocilm .'b'.. widslmd)OOf biGHI ..'npie fnfie T107E5'".rs9oldti9' 9may be d'Blegaldec WW8 a deck of dm balft fLda ropl 6e-dp wfflm 6p nut reSfi In 4ie 1egxweM of and 50. tliil illlllll I P 3 ' -i rt?d mandl fb bu¢Afetn ee ans drec6al. sPP PCS Weveril afej of de brace tl al bl ?m mWalvad MdSt ) o Carpoleld sak?1, ft B.U ' . 9 T T ` (4 1 $` G4S ,r 6J - ` LOAD CASE($) Slandad - O _ No, 60970419 - i OF l STATE A 1N ; ?,lff l t1j1 AUG.0 2 2005 JM Tn'sa Trsa Type Oly Py Drees JacobyB I Dfi1AU27 V4 VALLEY 1 1 - Jab Br a a fccbmai) 1 DavxlSar Barter Co.• Fradbn IN 46131 8000 s May ry 192001 MTek bxarsaies. Inc, Thu N 28 15:41:312706 Pepe 1 6-4-3 12.8.5 6-4-3 6-4-2 4x8 = Stake. ltd 2x4 It C 2x4 It B D 10.00 12 T 1 E A axe G 2x4 II 3s6 O 2x4 II 2x4 II 12.8-5 72-8-5 LOADING U0 SPACING 26161 q OEPL n (bpi Vdefl Ud PLATES GRIP TCLL 20.D Plates Increase 1.15 7C 026 V.XL4 Na - Ma 999 W20 244+190 TCOL 10.0 Lumber unease 1.15 DC 0.18 VMKTL) rh - Fla 999 am 0.0 Rep SE¢ss bxx YES WS 0.14 Mz(TL) 0.00 E Na Na BCOL 6.0 Code IRC2DDVMt2OO2 Q4atw) Weight. 6211 LU%IMR - BRACING - TOP CHORD 2 X 4 SYP Nat TOP CHORD SMXUW Brood st»a0drtp *ecBY appfad a 6 0-0 a PIKER. ROT CHORD 2 X d SYP Nat BOT CHORD Fod ceft dredty applied or 600 m brackg. OTHERS 2 X 4 SYP W, REACTIONS WShe) Ar148+12-8-5, E=14&1263-5, G -791/1285, F=87rY72$5, 1-1=67W`12S5 d) Max WA Max 1 L1p A-2S(ked cu I ase case 6) 2se 2), F-349(load case 7), R-361 (bad e 7). E..-22(bad cue 7), G11 Goad -152(b c d case se a Max Gravynt52(bad cam 8). 6152(bad case 9), G.189(bad case 7f, FT76(load 3), , F,776(lmd 776(bad Case 8) FORCES (b) - Maxi im CanpvssioraMaxiram Tension TOPCHORD A-B-lO2tl30.DC=-106'147,r D51oN170,D-E-MI30 - BOTCHORD hF 29/110,GF,4-29.110,F-Ca29/1/0,E-F 2WI10 WEBS C G-lI $ D-F-360289, B64?360287 NOTES l&9) 1)Utabl¢rl roof We bads have been OMZKW dfor Rus dasigm - 2) VA dt ASCE 7-M 90ryk R25f4 TCO (W.. BCDL1EPSk Category I% EV C; a closed; MWFRS gable and z aid C-C E2deior(2) mric cantlevar Wit and rVt exposed; Laitbe DOla1.60 Pole pro DO-1.60. The tno* is desg ad It, CC fa rlremben aM forces, and for MWFRS for rimbo s, if d spec e 3) TNs bR hn btxm ft4Wtoe a 10.0 psf Edon lord ire bad nmcw=rerK wM arty OOm Wo bads. 4) Gable requbes consixaup DA" &ad bowing - - 5)Provide inedor*Wc rowm(by oaaxs)dnxsa to beaming; pha capable of rnfttrldrlp 28 b LVM X W A. 22 D uplift W)dd E, 1137 to upM al)*d G, - . 349 D tyRt W )o" F anC361 b up680 joint it 6) Ttis nRS a deWmd in attGtlance wdh re 2003 b"naltional Rsaicla Nail Coda seotlRR F6M 11.1 and REIM102" referenced stan0ard ANSVTPI 1. 7) llpfdl for fast LC mvee0s knits 8) B Sansp ilve reactions sM•n an Na'Max llpUr kne of 0a •REACTIONS• section d tlis dzwk 9 m $or load razes 3, 4, 5, 6, a7 Kan tray are 8a result d NW load c?ases aid ft'Puide mechanical connection. wdnsbv-,d)= 11, uplift. .'note h 0* NOTES' root ON. ms? In doea, a deck d ? 11.!I HEl%ys '% • ``` n t f B y u S , 7i. Q AaiO f d dit emb rsb cWi erresDa7rad pme, 11 ? we sans drew. see EmI ?o b I , 9) PI anEl iaa lelad oR \STE' ,. •' •, •' Rainy Cmpmwd Safely nbrmabon sold blb3lp desigar regtOmarb. Jy 79 . ?j LOAD CASE(S) Stanclard 60910419 STATE OF OfJA1 `G' K ` - ''?hd un1p111xii AUG D 2 2005 DATE 07rMO5PAGE 1 of 1 ORDER DATE ORDER # ENG. RECEIVED J / SCHLD. PROD. DATE SALES REP John Books - SENT TOSAWS BY DATE DELIVERY DATE / / CUTTING / / Drees Preferred Collection, Inc. 6650 Telecom Dr. Special Instructions:Left Hand Indianapolis, IN 46278 (317) 347-7300 Jacoby EL:B 300F TRUSSES Notes: Cover sheathed trusses with Tyvek. Hang flashing 12' below B.C. PROFILE QTY PITCH TYPE BASE . O/A LUMBER OVERHANG NOTES PLY TOP 607 ID SPAN SPAN To6 HOT LEFT RX3HT m B 01 S OO I 1 'VAULT 138-04-00138 04 M 12 X 412 X4 1 rNO?'Cawr wkh3r strlp of &t'OSBa. slwnTimA'awtrlp.l T 8.0 . - - ® COMMON 1 1 17 8.00 1 0. Al 38.0400 38.04-00 2 X 4 2 X 4 GABL E 1 MOTES: Cover whh IR' Tufl-R sheathkp 6 Tywk 1 8.00 0.0 A2 38-0400 138:04-00 2 % 4 2 % 4 ® GABLE WALL 1 NOTES: Ca hh 1Q' T1dFR d"W" 8 TrAk 1 8.00 D. C 36-04-00 38-04-00 2 X 4 2 X 4 00-09-12 00-09-12 VAULT 2 8.00 5. C1 36-04-00 360400 2 X 2 %4 00-09-12 00.09-12 m VAULT 7 8.00 5. 1 C2 36-0400 3GOP08 2% 4 2 X 4 00-0312 b GABLE F NOTES Cover With 17Y TufFR slwa8dnp 8 Tyvek N717711A 1 10.00 0. F 14.0008 14-00-08 2 X 4 2 X 4 0009-12 00 09-12 Z:1 1 W 41" X X 1 0009 12 1 1 - -1 1 10.00 0. 140008 1400-08 2 4 4 2 OD-09-12 . 1 GIRDER ustorar to nail Of& F2 NOTES: C 2 Ply 10.00 1 0. FZ 14-00-08 14-0008 2 X 41 2 X 8 00-x-12 00-09-12 2 ® GABLE 1 NOTES corer wm llY TalFR shwei g a Tyrak 1 10.00 1 1 0.00 N 12-0300 12-09.00 2 X 4 2 X 4 OOiN-12 00-09.12 . m ? L ? 1 GIRDER %4 1 X6 00 0912 0009 12 NOTES Qrslae° m roN plya. - - 2 Pry 10.00 0. H4 12-09-00 12-09-00 2 2 - - ® GABLE K NOTES: Gms with 12' TWM sbw" 8 TYnk 1 10.00 0. K 11-11-08 11-11-08 2X4 2X4 00-09-12 00-09-12 1 C01 4 X 0 M 12 00119 12 _.2 10.00 0. K 11-11-08 11-1108 2X4 4 2 0 - - . ' /n 1 2 Pl 0 GIRDER 11 11 08 11 11 08 1 2X4 2X61 00-091-12 000312 NOTES: Custwner to nail ply& . r y 10.00 . K2 - - - - GABLE L NOTES: Cava M 11W wM 1R' Tull-11 SIo*ft 8 Tyvek 1 I 6.00 0. _ L 0411 -08 0411-08 2X4 2X4 00-09-12 A f 14 0 ,, 1 4 6.00 1 0. L ' 02-07-01 02-07-01 2 X 6 2 X 4 1 MONO X 2X4 6 600 0.00 L2 01-07-01 01-07-01 2 6 00-40 1 1 121 00 09 24 S.00 0. OH 01-08.04 01-06-04 2X4 - - VALLEY 3 10.00 0. y1f 03-01-02 03-01-M 2 X 4 2 X 4 ® VALLEY 1 3 10.00 0. yy 06-0.309 0603-09 2 X 4 2 X 4 ® VALLEY 3 10.00 0. V3 030515 09-0516 2 X 4 2 X 4 m VALLEY 1 10.001 0. Vq 12-08-06 1 12-06-M 2 X 4 2 X 4 r v K ?? AIIIIDINC ph3'kNIk GYI Df{AWINGI, TUTAI. NLIMHER OF 5}IEEiS = ?[ STAdEOUE SHEET 6CI f(fMiCntt riwcr. iua. MARKET RESIDENCE LOT #89 LAKESIDE PARK MEADOWS INDIANAPOLIS, IN CUSTOMER REVIEW SET DISTRIBUTION FOR CONSTRUCTION: REDRAW/REISSUE ISSUE TO. ] MARKET MANAGER: -' OPERATIONS (MANAGER: ] CONSTRUCTION MANAGER: BUILDER: ] ESTIMATING: ------------ WARRANTY: E CONTRACT SQUARE FOOTAGE -- FINISHED L. L. UNFINISHED LIVING AREA XXXX BASEMENT i633 ? HVAC RE-DFEIGN REQUEST GARAGE 650 mop WMMENTS 5CE COMNEViS HI LOW FIRST FLOOR LIVING AREA 1808 COVERED FROM' Ol lr.Nic_ IQAC SHOP ).R WINCS WEI In HE RCV1HU ,vAJE CAL l NLm Io ©C REnEarD EDR 11F (' SECOND FLOOR /? PARCH 7 36 J01 ill[ I'C1LOWIll3 cr'AN;ES NAVE, BEEN HAR= (HCK K WIT "VINDl QF1 '16 WYVUm 'A/ LIVING AREA 1549 PATIO t 20 FIIJ15HLD LO-HR L[VEL OP11G?IS_) TOTAL COVERED REAR 1. wlNDDO/Class DOOR CPANGED: - I-IVING AREA 3 457 PORCH XXXX z. =_nuARE EODTAr,E noDEO. - AP DOB: Items drawn on oily drawings r_Ind no[ written in the contract selections will nct he included in the site specific drawings. PLAN REVIEW CiUSIUMER REQUESi_ Kc ICH SOLUTION. R?hSUN FOR' NcCI1ICAllON'. EONNF.NIS, INFORMATION ¦ NC COMMENTS i. r. 17 SEE COMMI=N15 A, ;c 2 x 5, 5 d '( 2. i. 2 % REISSUE #2 PER CO#: ? REISSUE #4 PER CO#: Ll? mclnN _I-- WS-1 WALL ......"I 3 - -I Ill -- T1rPPC 14nm ac AImIn W. aw f slid Owow 3. z d 8 OYeltluQ 3upp11ed 9y. -? Draftw,77rs, 7.- - cem?rw ..ua?u oartm aer.L?. v e?y L MS 11tl1 ?IFd CUSTOMER PLAN REVIEW SIGNATURE V1b.rMOmJ I r "....ue cal 9e 40111 'II 1J-1 1 b the Rlnn 5pgd.[OGnyvieG6lrri 11, nn,n?nal 1 - 0Nl I Fdc ?nd ""L? r.?tl opworm rill- A . ill pIn ,m F,, no plan lelenn is preee crew Inc 5 W p l 5'Pi': r lr n o'lee m 1.09 N.?, _ eLS x ipi C 11 - 11 .FI - 1 0+[IMn -11 r 1 a.,• 1 1 Phil la-lll fn 4 d r 4 11, l a r Iljp l R'. II Is e.wrere uo rl lIII: N II; l .... Ilea wn. ? w?J Uml .. 191 e11 > sty 1, CI, Hh, umv, rq?oa ui IfOd[I'Y.ul P.nl va %,r,l;, a ...-.,7 191,1 and 6itl[IRCeliens p IpHV M1On L -!M1 OI Y.liy _ .i'i411.Klinii IIII11.1 ?L1o1 ^?sI ue U II ,llh us T, IW10r a 11 l1, M1W11 C!NI(ILIFP - --_ _---DATC. C'J1TDsd1:l7 - ------------ TOE W G z l G ?i j KRQ 18 Q -- o _- n -- 0 n- 10 firil 12 IS 14 F, 5? ifl 7 IB 19 L _-.-.----------------------1 I I I I I I I I I I GARAGE SIDS; ELEVATION scAL?: as° = ro° I I I --------- -------------------r--------------------- ------J?------------? i A / / TAI BY 90 Sh.1 Oe?r?lplio¢ SCALE: 1/8" = P-0" "r?Arhr Drees Homes LOT #89 LAKESIDE PARK MEADOWS o -- o -- CONNFR IIdY HOMONA 9YP10 REAR ELEVATION SCALE J' = I'D" MNEY IRIM WRIONIAL SIDIINC 0 -- ?_- FL F77 -- Eal _- F ro 11 22 13 14 IS 7G 17 18 19 i i SIOiNC ??? i I I I I I 1 1 I - - - - - - - - - - - - - - 9'-0 "I. WALLS 9140 FCNI WNIL7W _ -Wl" STEEL W I 11001 LOP OF WAlI 0' - I lA& COWTROI, JO141 g?LOFnW11NM110N SIN PA 74' MIN ANO HOW Fa RETURN AID W OP TO HUdN,H. ? N ' 13 ?, ? 1 •` ? FB - 3 ri -gj i 9FFI. FoL11YH y-A' 41- ID CL OF COLUMN ?- - ' T o• FULL BASEMENT 4 T Y/ Y ? 1 TO CL Of COLO / I 4' 5UL SWUM 14 WBr21 ML ",21 SIELL SLAM ?. / / I T` ?', , v JlL ?1' 31EiA, L11UMN _ -J n U / E BASEMENT -?, H WRQI 51EELBEIM Op V T O -??- L _ 2 L _J A UNfKCA E s ? 12 -lo H•-r 5 ' o I 1 0 ? j r -- - ----- J q 1 L -J FOUNDATION PLAN SCALE: h' = I'0" F?%rLf7%4nkC4 T • lY l1T l Hid. By BUT I Shtt, DeettpNcn', SCALE: 1/8" = I o NAS OmTRO, JOINT ] SA CONTROL JOIN] TO BE IOCADO 014CIIW RNOFN SIHL HFAM Q 3O'dO'd5- CONCRETE PAL U B1hNlh4V HOW POCKET WE SIRS TO BE HTl? A MINIMUM Cf A' O40W TOP SO FOUNDATION AND IS 10 SLOPE ?5 TOWARIS CAM DOCK 0 HEARING PONT FROM COLUMN IN CAR,1GE AT NISI ILOok (00'01 TO SNQT 2.)1(. U CONTINUOUS ECOTNO AND FOUNIWONN-DROP TO HE HELD OLIURKNEC. B'-0" DAMEAR AREA S_OPED TO BRAN IN 2' Lge ULAN TOP Of STAB 12'i12 i9' DEEP ROCKET FOR CRaG£ FLOOD SUH'ONI. HIJEHI C) HE ITEM DITIRMIMED HILL 9 TOP OF WAI N' WOW ICP OF FOUNDATION IN 5101 STOOD OUI 21' MN. AIR 16 L" 10 RETURN INTO MUNCH. 11 -- 12 -- WS AND CRINIERC WIH 015iCCAIL NEAR FLOOR MN IOCANOH INSTILL AS 13 RECUIb BY SIZE L74 PROW JO'dP C%% SAAC! ACCESS PMNI IS 11% I y RASBC N CRAWL SPAM AAFA 15 20 NOTCH FDR SIDEWALK SUPPORT. I7 24 NOTCH WAIN 901 STUBBED CUT 21' MMMON. Ie -- 19 -- LOT /89 LAKESIDE PARK MEADOWS I Sheet No. 0 SIMS TO BE ENUM NIN FLU ICIGIIT SNOS O 16 O.C. AIM ORTRAM ON SIAIRWIL ONLY IO BOTTOM OF THE NLN 0 BOUCH N EUL PATH U I©5 S'-B' OMEIER AREA SLOPED TO DMNI 2* LOAD 1NAW TOP OF 9A_ 1-61 © SOIL'S AND GRINDERS IM N CDS-LOCATE NEAR FLOM DEAR LOGOON. INSTALL AS RMIPFD UY 91L 10 Fill M RALL ON TOP Of 0K SPACE WALL is -- I4 SOY 24' ACCESS PANEL TO CABNL SPACE 15 G21REI. MR PAM IN CRAWL SPACE AREA IN -- -- F7 18 -- 19 -- BASEMENT FRAMING PLAN SCALE. Ni = rr ?1 S''-D' DLW V AN SLOPED TO ORAN Y LONER 4A WO OF. SUE, IQ SWITCH MNL IN JNF SPACE FOR FAN Mal Gas III LMCIENCY Barn IGTM, POWI IN PULL Banc n OUTLET Lj NPPINAIMATE LIDWON GF PLLWDNG STV.. LBCATE AS SHNN TO NECP OUT BF FWIM >U JRE FINNNFl All KID IIfNF LO FODILBG G FUU0.HIIPN. ? n -- & -- o-- SUMPS 'NO IWR9 BIIN LIDS-LOL'ANF NEAR FLOCK BNA1N LOfAMN. IN61llL AS SECURED R SCE 0 Iu -- BASEMENT MKIIANICAL PLAN SCALF? A"= 1'0' ?% VJ"m% e0"t n ?)rPna IjnmPc S1E. Br NUT Shat DeurlpGOn: SLALL. 118" = I'-o' LOT IB9 LAKESIDE PARK MEADOws I Sheet No. 9--4' T-4' B'-4' B'-1 e'-d t7-B- 3060 3o00 .MCI) 'lure { K # 02 4 l6'I I' _ - o I 419 A SUNIROOM 20 4040 SLI ER *0 u --L---_ I 5060 •. I [I I LAUNDRY ? --J 2 DELUXE %y E W/ F{w2)cIW w-u 3n/FiiBnmK,'-? Lti< - = - T y s d ICU GAP I I j - 0 L- r.9• 23'-?' BREAKFAST 10I 91 0 AMILY ROOM m 7 12,-&. LL' m "1 I OPEN 10 AIxAE 10 ! BEARWC WALL I 1 -_ d G 24 _ 4i D 15.01!-1?' 'LJ F-- (- 11'-7?' I I sr 7' i ICI ? 1/?4 119 _ DR7 BFAW I?r Sr -6 JW 2 a• `? N HFiRHCCWRL -- L? ?? ;e ?` IYP.I 2-0 3'-92' I FwsN BRA ? r ! i ? J - ,?, s ?/AHBG WALL DINING ? - 9 ? ---C 3--j- 2 n ROOM L H e I zi 6 L 02.4 HUSH -- X01 -_- -- __ ivl m dI ` j 17, 1 a FOYER - -OEaROIG WALL- GARAGE m ra. i 201.7 STUDY L] -?- ? - FBI 12 9 - ? 17 IR I _ - h f -- N _L L________--- J 4' SILEL COLV6N 4 °- 18 - !B0 E 12` 7 F - 16'0'XTO' c DOOR BO'X7'0' O.N. EAJUFIF IKKNr., -? 9 0H0 CLG. ? , oypa !? ;innH sJn as B A 62.4 Dz 2 - 2'-0 4-0, J-4p 8'-0' 4-]? 4 1-I I B'_0• 1'-0' 2-'2 10'-U' C A 5.0, 102 FIRST FLOOR FRAMING FLAN F SEE SHEET 2.06 FOR LATERAL scALE: A' = I'D" BRACING METHOD INFORMATION "I HUM 10 !MERTON 12nA PATIO RAN BY OC" - NN - EcW wuwG DLrALL BEE B/Bi I RAN Key Notes E7 DROP III (31 N12's L•J HGRER: (7) 2x12 's COI TO COW R.S O SLOPID WAll 36' A130VE STAR STRAGER. ?4 0N6 OT 6CCUn FLOOR ABOVE ?HFNAk (2) 2dds. © 2A WIIC, 19' MIGHT WALL PC ROOD CAP. ?j 70'00'»13' CONCROE PAD ?O CRAP KW HEAOEA: (3) I-31S s la' 1 9F IA. PROHOE 4-'e' MIN, WIND TO ROIINMTDo FOR OGM, IICAIIR, OR GIRDER TRUSS Nef.. 10 PRE-F18RIGFEO FVdTACE ;I I 1614' BUIKIFAO FUR INN; It IRAME MADE WALLS 0 IY-I h HIGH- 13 - 14 B'u00N RR WE 2?6 WALL 1©:? IEAOER 1-3/4' , 11-7/8' I JE OW 15 FLUSH CIEU t-3/4', II-1/8' 19E LYL 17 CWHU TO DROP ELECTRICAL RE ORO UCH PORCH CFII TIN; FW UUHI, 28'-1" D*W4 RAIC HFJGNI 19 FRAIF TOP OF CARNINC 8 8'-6' U TOP OF FWU HDGF 0 9'-8' ARR. MECHANICAL LEGEND F PW JACK. 1-0--1 FLUOiiESC MIT HOR CIHCE WAFT -[ JM WINEF LIGHTING (o] M7A OUTLET CLG. MOIMII? LIOR Ina Q PRNFCTOR ROWCH-Ix (}e Well WUNTED ILNT Pm EN11MAIRWEC CUR OU14ET 0 PuLSEED CEILK Laff WALL WILU Cg1BLE.41111UT IIXI, W& xtAIHUB'MOOI' PUIILI 0; )RECIIONN. CAN U2IT YQ?z 22D uxoFR IS HIM LIGHT =gr GROUND FAULT OUT I-B WALL SCONCE 0 5'-6' AIf ® 1L00R OUTLET 0 G, WHO. FNHAWSI FAN ma TRLo IOx Atli WALL IRD. EXHAUST FAN as 9HCIF POIF 5VVIH SWU%L LECTOR bi 3-WAY SWITCH + 1401 HE 4-WAY SWITCI _I %HHWR HEAD ® BLOCK, YOU T. a SWITCH FOR ®* LAB "By BP P TORE CAN/LLCM MWBINATGN 0 HO BNNN (CENTER, IRLE4 BIHERYWSF NOILL) Co 00 DETECTOR U EXHSBS7 FAN AND LIGTI 1LMAEL RU CDMDINA11ON 0 TUILE1 PARR HOUIR n0x Rees'Ims. Date. By, lbmvum A 5.01 3DSD 3°s° 1'FrI CABINET AREA / SCALE: 1/H" _ •t'-0' A NICHE DETAIL .5 SCALE: I/4 = V-V B'-10 f IE HDaD ?IxED ? - FCM I I I I I I I 3k160 AP.FE. WE SEO Lo IGD' AE F. 0'1#60 o AFF. o WIC x - - - - - - - - - - ---5 -- n 1D'-N•VAULTED CHMU 6 I ? -, b OWNERS SUITE WNERS D °• ° a - OPEN TO b. ?? BATH 1 , 2 FAMILY ROOM -s ARCH rl 22 D II 2O N P 1lFnlx ?•? .• q y. LOFT WIC N - ,(?--e ?r 30 2' ?\ 7.01 J r'? L '`z 1 "' R O LOFT T - ?r ? ?• • - = BEDROOM #4 _ ? ?_o L 1' ^• 9' Iq' 3'-'?' g'-p P-1' ? 5'-y'I 8 I° 7-9 T-R' Y o Y- - BEDROOM #2 v WIC - q °0 Now° BEDROOM #3 m _ TRUSS _ ?-'-- CINDER IROS 3USO S/H 3050 5/H ?S R50 COYERE INED PORCH 5 5 sno .1 7- s/n ]'-0' I• A-1 1• 1 'NS fi-T II -9T H'-i SECOND FLOOR FRAMING PLAN SCALE: Ys = I'0" ¦ B9 A7/ W?n Drees Homes 1 I I .?. ter. ?..? Y-11' I lo-1111, II H SEE SHEET 2'.07 =LA BRACING 6T U7Sid. Of BDT St.( Deunpbm: 'SCALE: 1/8" - 1'-0" - HR. v.im, mim. w uAut.i 736. HGH "LL ? OHHINE OF LOWE FR FIRST FLOOR WALL AELO'N. ?M PR ODE I-7f WIN. REARING E0 FOUNDATION FOR SEAM, HFEIM. OR GIRDER INNS ACK n 24-14' N 32' Al to NSESL ?j CEEO OPENING ?8 16' USIP CIE ® SECCNO FLOOR HEINE. OPEN TO THE CEWINU E91 0' Da HICIQ 16-WICE. W/ 1 31ELvi SEE hlm 10 PAD OUR Tii Am Aum OHISIDF FACE mm cum FAcE OF WWNL BELOW 17 -- 12 - 13 -- 14 is - IB -- A IS - 17 -- MECHANICAL LF-GE-ND + PHONE JACK NONE IFFQ OULU o DATA OUTLET [nj PRDJILCEP PUR IN ENIERTARMERF EENIER OHM gr WALL OUTLET 6O= WFATI[TeMA1F DOME vgr 120 OUTLET loz GROUND FAULT 9Hlu ® FLOOR WRIT CJ ChH11 aLLWSInN J= 4v SINGLE FIXE SWUCH 3-WAY SWR11 w' 4-WAY SWICH AIII BUIURE #FhYNfkl CONTHINATION (CFNNE. UNLESS OOIPMSE NOTED) n aim,, RA AND uCNTT CONEI FLUORESCENT OPT 1 -l WR CANINH LORIING (IO. NOURED HCHT li Qi WNI. NOUNIIO LIGHT TINT. U NELESS MIND IFEEL QO- MIL SPOIL RNT DIRECTIONAL CAN LIGHT III LIGHT .B WU SCONCE 0 5'-9' ACF. Q M. MIS. CXIW)ST FAN WALE NIO. u*v,i FAN Q ELMS OEIECIER HOST HR S ECTOi IIGII S CAS HOOK Up 4 FLOOR DRAIN GO KILOTON ?. IOwa 6µA O TOILET PAPER HOLIER LOT 189 LAKESIDE PARK MEADOWS I Sheet No. D PROW 4-K' MIN. OWNG IG fOUN0.4IIGN FOR BUM. IICAL(R OR GIRDER IRUG`, PDX ?T 28' Poax v[R1 1-31 12' WE VENT F±] o - Id .I IT t3 14 I5 18 17 IN 19 n H, ON , ROOF FLAN 5CALL: l6° - 0' THE YOM RA5 TOHI DESIGNED FOR A u1WL DWW11G SYETFM 10 COMPLY Will THE 2OS3 INTEN1ER RESIDENTA. CODE FOR SEISMC OES4pq CATEGORIES A MID W AM 90 MP4 AN SPff11S/ THIS SkAJOAIRE IS pYPLEIgY MT ED ON ALL MIT"SINFlEE$ NIII 74/16 ARA RATED SIRUCRRE. SHFATI4E AND FASIR{D NON m will OH WAS 0 6' ON II.Hu AT TIE LODES AND 12' ON mm N THE HELD IN NIPiTAWLE NRI 850210.3 LEM 3. DIE STR0CDIIE 5 BRACED WRH A COO NATON CE THE PRESCRIPTIVE R E MNpIEMTS FOR TEDCO 3 9RAGNO (R002.103). CEDIMJ0.6 STIEUCTORAIL PANEL SHFAINID 4EMIRIR6 105). AND TIE KW V MILL ERVID 14TH O (7001 SLPPlflillr TO K TABLE RM2.10.5, FOOINOIE 'C'1. AL EXIEROA WALS OF THE FIRST.FLOOR AM "D BOOR 101 HE P?@E fEQOFFEM NIS OF HOOL10.3 METHOD) 3 ANO THE. CD KIOXIS SiRUCIMR L PANEL SIDMINO METHOD, DIE NAM AWL ElXNG " 5 M A RE ENRAGE DOOR WINNE. AL DOFfuM WBUS ALTO DE NIEgIIEtIArt &J[m Ml AT TIE LEFT SEE OF THE CWLE AND EMU 13 IEEE THE REOINENENIS OF 850210.1.1. 74S DESRII ONLY APPLES TO THE 0GALt BuLANC LKION& EMAcm POR NI IFN OFF LEI AND Einin DE§IF CDFTIJRIS A AND 0 R R6 AEI NEN RENEWED CH OUDE0 FOR A0' EWAxTY HUMID SLPIORIINO IE]BLB LM LpE0HF1O AND CLADDING MEMBERS BL.45RNG WWA. GENERAL NOTES SHEATH ALL E)OERIOH WALL SURFACES WITH U APA 9FEO CSH SMUCTORAL WALL SHEATRINC WITH 0d COMMON NALS 4) fi O.C AT THE BODES AND 12' IN THE FIELD, PER R602.10J MEIHUD 3. CONNECTIONS OF BRACkO WAU- SHALL COMPLY WITH 8602.10.8 190NDARIkR CONNTCHON SIWL COMPLY %[IIT RN03,1.6 AND R602.11. FOUNDATION WALES 10 BE CONSTRUCTED IN ACCOPoMNCE WITH R404.1. STRUCTURE TO DI FASTENED W COMPHANCE WI III TWEE 1: R602,5(1) OR X€ 0WAHEE ALTERNATE METHOD AT'PRI7MED HY (HE LOCAL HLILUING DEI'AHIMFNT. r"1,LaAr% Ar% All"41, ilrvPC FTAMPQ Std. 0A' 00T f •S6( fid.'pliGn. SCALE: 1/8" = 1'-0" ® MALED WALL PANEL COMPL}RG WITH AFC METHOD 3 (W2.10.3). PA4 M IH]N PLATE TO JOIST OR BLDIING PITH (3) 1&D NALS M 16' OC. O PRAEFD WNI, PANFl, EOMPIYNO PIIH OO TINIKUIS SINUCIUAAL PANEL SHEATHINE MEMO R00210.5. W BOTTOM PLATE TO JOSI OR BLOODING NTH (J) INN HuS 0 16'O.C © BRACED WALL PANEL CONI I1NG WAIN 2004 SUPPLEMENT TO INC. TAHIF 10]210,S. 0XIHi ti', LXWID 0MRODUS (2) I-%XI I-JW' LW HITTER FROM CORV TO'WHIR OF GARAGE. SHEATH COMPLETE FACE OF CAME WE lf. Aft BATED SHEATNW.. AAA AND ANCHOR NR NXamW "I. HRX K MEDWO UFRA- SEE BETAS S-1. MECHANICAL LEGEND A POE JAEN HOME SDI OUTLET PROJECTOR RDUGII-IN LNIVINNMLNI CFNILH DMIIEI 0" WALL OUTLET 102 WEATHERPROOF CAMDEN 220 QHLLI = z GROUND FAULT OUDFT 0 FLOOR 01JRLT w SNC1E POLE 9ORN w' 3-wAY SWTCH 8v 4-WAY SWTCH ® BLOCK MWNT. h SWITCH FOR '1011 FANfI%M COMDINATMN (CFMDR; UNLESS OTTHTRWSF NOTFO) FNwlsl rAN .wnIA:IO 1MNWINAHON n PLDCREXENT HCIR LINCOLN CABINET COMING 0-6. MANNttO um RXI. Qi WALL WDUNTED LCID SXT. C 12q4N t£NNG LAIR ``LEVY - l DAPPLE 9'1TKur HXI. DIRECTIONAL SAN ACED PIN OCHE WN I, 9TOIWIF. N 5'-6' AII Q an. MOT. EXHAUST FAN ® WALL WD. OiWDST FAN @] SWONL DETECTOR HOT 010 CI SHEATH HEN) L{!CA' CAS HOOK OP 4P HOOR ORAN ® u1 OFTNJCH ?• TONED. EAR ? TDIIEI PAPER HOLDER LOT 069 LAKESIDE fARN MEADOWS I Sheet No. ID BEACH) WALL PANEL COMPLWNC WI MFIHLYI 3 (R60 U.). NN. JUNION PATH 10 ? ASF OR BCOAII?C Will (3) 16D NUIS ® 16- C.C. Iu BRACED WALL PAMEt COMPLYING 41TH CONTINUOUS STRUCTURAL PANEL WANNNC.NEIHOD KV1.111o. NNL BURN PGIL TO JOIE DR HUMANS WITH (3) Ifid "IS 0 Voc © MM WALL PANEL COMPLYING VUH 7004 SLPPIFIFNI TO HE. FACIE R602105. F110TN L. EYIENG CORIINNIAIS,(2) 1-1' it-'S Lk HI FROM COW 1O ttHNER OF MATE SHEATH COMPLETE FILE OF CAME MIT % ARA RATED STEAMING. NNL 00 A]w " TWiROW WALL HRm Wou" O UFTATL SEE UETAE H-I, SCALE: A" = IV I MECHANICAL LEGEND 1 FE CATA CUTLET LFA FRIgIDAIM UNICIHm 0 ENIFRTWNNFNT WEN (L I m- WALL OUILLT %0x WEATHERPROOF OnV g? ]TIT IIIIIIH A& CROUNM FAULT 01,111 4 FLOOR OUTI Q LAST T111MEgN JACK H SINsF M E SNIION ' 3-WAY SAUCH 4-WAY swicil ® CLOCK 00r, k SWISH FOR FUTURE FAN(IICIIT CCWCINACON (CFNIFA, URIFSC CHFNWSF POLL) EXHNhT FAN AND LOT DONBpANDN )-< CLG NOLWFEo ucHt FIAT. Q+ WALL MOIRIIED LIGHT FkXr (D REL[,CSUI couNG Lon yy CORE SPONIGHT Fig. DIRECTIONAL CAN UGHF VIN UCNI I?. WNI %ME W 5-fi' AFE. B C.G. NW. EKNW4 FAN `q WW MID. [XF%r FAN (] SMOKE UFPGICII MDSE NH C] WRITE HEAD AI GAS GAS HOOK LP FLOOR OWN Q CO OEILCIOW `. INIL PAN ? POINT PA§R I4 uR Ney Voles I?OmNAFm WWII HER MICROWAVE - HOD 101 0 OMILCr IN COX J? SWIILIIES 713R BOOKER GIIE YAM MET Y€RE FIREPLACE UNIT ONLY ® 10 WCH OR UN ABYA. VENT W TO EATEOIOR Fs I ONNWL OF SECOND ELOOR ABOW POSI L"I W/ Pm CL L © OISOYY51101 DIS[ONNEU SWTCII 10 SWICH OR INAW BELOW [R PPE-FARRli NRIFOCE INSERT. 0 PR%WIE 3'-3' CABINET SPACE 10 PRM: 2. ONEWII LRCM NA%MEN7 10 Al IC ION III ONE WRING AGYSSBLIIY. 11 10 RJILLI Al PUNT EU ABM 12 OLSPTA SWTCII 13 16' SHELF 0 5'0' Au II1 LOaTE wi Lo Lo of mR I MECHANICAL LEGEND 1 FLUORESCEIO ICHT FIRST FLOOR MECHANICAL PLAN SCALE: A' = IT Drii Hmnvc Hill SCALE: 1/9" = I'-D" DATA pJllfT PMGION IW11CH-IN ENIIRINNMYNI CFNIFR 1111TIFF OL WALL WIRER 6&- MFAMFRPP'WF 0ug1 no fili =gr GROUND FAAE1 CUTLET nw ONLL7 C? CAKE TEII W% JACK w SINGLE POF 5W10I a 3-NAY S"711 4-NAY SAIICII A DLOCN, MOM & SYATCII FOR MIRE EA4Am COMBAUWON ?ff1i uNn o1KRMSE Narm] ® Exwll [ EHI AND u6G CONHINAINW order r- CLG. MXNTEO UGHT RR. QI MI M[AINIEO LEHI HAI, 0 IffCESYO CAR irk. I AN11 OGVBLE sPOmc1H On VIKU NAI. CAN U O o HN III I-@ MI SCARCE O 5'-fi AFr CLG. MFO. 1AW)S1 RN ® WAWA. ARO. EXNNIST FON SIRK WECICR r HIRE WH U SCAM IIrt 0GAS CA; NOON UP cp nrW nNmH CO U fCTOR 1101011 MR a IDIEE PAPER HOIOCII PARR MEADOWS I Sheet No. 0 B ILOPT ON SMTC. U 72-]'j- 57 MINT Am m 0 U P60%BC 2- cOt II FROM XIEW NT 10 ABC FO MUHE WIRING ACCFSSICNNTY, Fil ION RINI Lm 10 rw of NANI uncL ©-- o- a-- ,B SECOND FLOOR MECHANICAL FLAN SCALE: 4' = 4'O" m w. a ` e T ii MECHANICAL LEGEND A POE JACK NWE OFFICE OUTLET U MIA OMEI ® PROJECTOR RWCH-IN RnETAW N CFNIER OJW f? WALL WHET SEL WFAIHFRPRIMIP OIIIIFT go, 2m . 0I ;gr GROUND FACT OUTLET 9 FLOOR OUTLET (J GAaf IfIL qm" XK cn 9NCIE FUE SMTCII fr° I-WAY SWTCH +>9 +-WAY SBIW I ® NLCCK, MINT. & SMIC11 FOR RARE fM/XHT COMBINATION (CENFFR, UNIfSS OHFIYMSE NOTED) U EMNAbI FAN NTT IXNI COMBINATION FLUORMY UPT CIF. UD IEO LCJIT FlSI. (DI WN I. WIWHIIFN INM FINT. U WEISZ CEIINC LICIN mALC SPORICHT nI NFECKW CAN UORT PIN IJBHI I+ WAII SCKE0 E-G- AF.F. © CLC. MID, DIKW FAN WQ ART, O WJST FAN Q 9WHF INTEICOR + HOSE 00 !amm HEAD ® 4 CAS FOR UP ® FLOOR CRNN CC CFTECTOR TOWEL w n TOILET PARR HAI!fF M SHF, mll NUlllku TYP. FRAME WRAP WATT. SECTION SCAM 1/2' - 1'9' ?c1S'TAI ?I) s?Al r F"% V?d?% n Drees Homes T l / / Tl T SK @j. ®r slat Dwyime SCALE' 1/6" = 1'-0" I II NOTE'. CHANGE WN N4IUCIP I I RUIE'A'PW' I I I I I I I I I I I I I I I I L n u 0 Fs- ELI] 0 Izl ,z I-0 1171 19 lei 19? wr 199 LAKmo¢ PAw w-m) s I Sheet No. rc BUILDING SECTION THRU__ENTEY F-11 -- n-- 0 0 n -- 0 0 0 ,5 -off 71 U u I.m na 7F+ aM %-DIUL[-INIG SSCTIGN TIINIU CAVA(, Ld'1 --P:R C?'sEC1ioN ELEVATION A OWNER's SIATE ENTRY DETAILS Ql/ SCALC 1/4"-1'-0" 197 FOYER ELEWVIOPI FOYER ARCHED NICHES r?v?__-u II II II II_ =,1 II Ilr_?jl ;I I l y l I II III III II 1 II II II II I I p l I II II I; III a I? III II II II II I II II 11 II II II i 11 II {I II II II I II II II I I I I I II I;rl III;; III III II II II I ! I III I? II 11 1 , III III 1 it li I II II II I I , I ?I II II II I I` _ III -1.1 FOYER ELF.If1Il O11 POYER COLUMNS i, SCALE: IJd' - 11" Drees Homes 1q, WIF I{AN ELIMIDIJ o FAMILY ROOM COLUNINs EXTENDED HEEL-CUT n SOFFIT DETAIL V.-ay scar. 1]_I=1_LI L JlIII 11=?1 - ? ° f- j I J r = ? I ZJ ? FIR VF,,rR I iI%, 12 IRAM59V PRICK rEUELR ,IPillnn J ?ir1 RWK IMP 4?. A9il FRONT DOOR ELEVATION SCALE: 1/4' - I' Q' - - T! NATl1T Bill 99dDDTOk o-__-- ---CALL 1/8" = 1'-0' Key 71 1 L? I O -- I 1n ?rl n 1, 151 r1; I 1P. El gar /ae l KMOC PARR BiEp10M5 I Sheef No. -OtINTER FLANK I VID?4IPF HU k I I HI PmJO0 11 ? ? ? 9x10 H Ip14C E I7FM '4116 11 _ IIWSL ROM < - ? FAII q'.1 IH VIH. ALRVI yiVLIN ?N4F1. ,l L.a _A°: mW TOIi, 1P.10 ICGCI1: MIII a(9"F.' IX EIOLI; Al le' O.C_ ti I ? MsswilYr `orfi10 MNllFq OF ACT, CA? DETAIL eQ PAVnynIH Iz1p `rYL. I.-AUM56 MMOI K W41991 51011 IIIIH ' HIII -? lkh. IkIM HUVIJ ICE Mlp R ILr "4lb Iq PNr Wlj, WIL0 2,111 1 Its 4ERED 11 rC Jll, nl ? AEC Fflu CWZYISI -- VS011IFUNI 16OFbERSIZ a aa,rs 1X8 17 IuaL IPV OVER 2-213 OW IlM Mill EYE lbP U, D5TIC,41 ,N 10P 1,t UOTIUM 0P0 Lm;LmIIE FMC AD IY,b VIM ? roll HD FFF[f ] 19115 -- ? 16 SOLECK INWMNS r I I I I I I I r _J PoRC}1 SFCTTON III Vlo ruata sal, o II•/Ir /r LI_ PIY'Af0 2.00 PI XISI' IAPHOTO 2' WNG JY5 :d IILEF IRGN Ilk JCH EF. IRIr HOW] E411AC IU 011 NLII,N SF`-LIC I MIN. urc E Lr LXa LJ t: RIIH 1, 10 I bE 11{J I i :S11F SOff 0 IITI TECEII I-1 M n -? u flC n h?l la 1, 1b II 16 lel LOTS[ LOST ' --PS $A 911 R WIN 51111 ?'• T, 2x4 FILL R MINE 5/8'0 ANW BOLTS WITH SIIPSOH WIEN DI WTH 9N'SCN W519 SKI Al 32' ac. I EP5/B $KF AT 32' ac V WITHIN 12' of END WALL WITHCH 12', OF ENO WALL .- _ - ..V °. CN 4LL SFAUEE ON SEE SEALER 2) 14 REAR 2) 11 1014W u m CRETE (B• MCNI -CONCREO (10' APIA) -BUILDING PAPER BOND BREAK uMIND PRIER SONC URx OR THAN UP VAPOR MIIER FOR BOND RRWRR ' ?AAD OR LIMN UP VAP(IR Beim FDR BGNO BIEARAR ' 3 CRAM ]LE WRCUGH FTx»wr. m Idu nr.. ' ANCHOR By,T ANC rANCHOR PLATE DECiN. FIE THEODOR 3 TABLING D LBO' aB- CONCRETE (4' THICK) - P.T. SILL D (l; RIICN) FOINDATON .- br_Lr14 BAR 0 WASHED GRAVEL - - / wLSnEB GRAVEL I t]j 4• DfUJN i1LE - - - - ,• ARAN 111E AA I L SIDE a' GRAIN TILE _ -4' BN TTE TYP. ©' FRAME WRAP FOUNDATION SCALE: I' - I'9" TYP. 9' FRAME WRAP FOUNDATION nWITH PERPENDICULAR FLOOR JOISTS BOARD QTM JOISTS WITH PERPENDICULAR FLOOR ? SD a _ n fAl.l SCALE: 1/2' = 1'O• ' joist O?sCALF? 1/2" = 1'0• ?- SINPSON A15 LOCM ANCHOR B01T AND ANCHOR PULE -D'.OCIONG STNP9GN A1C Nl. HAND 900 ???------??? SECTION coml. BMIO BOARD -FRI. DEPTH BLCNPWI 4' TO FN?H SATE ?.. SCALE: 1 ' = 1'D• lll DFPM ELOCNIIO 1' 10 EACH SIDE OF ANaoR BOLT NTH (4? IOd N415 loo Nals OF ANCNLIR BOLT WTi" (4) C> / q5r BON HAVE MIST SEE NOEL ANCHOR HOLT AND ANCHOR PLATE FLEA R 3 .I. 214 St. Q WNN 5/8'0 , --fOUIBtiBON ?_ r, 224 7LL If MIT 518'1 MDR COLTS wfM SNPSON ?14 t ' ' MICHOR DOLTS III SIMPSON BPSJ6 SNT AT 32' o e. I ` • 0'S/L SAT AT 3P a.c. 1 M 12' OF FIND ML KM H OF ENII WNI WTHIN 12" : ON SILL SFU N4 NLpIINCO a ON St. SLATER -(G) 04 REBAA xNL IS 2) fdNR 35'-0' LC NC kND UNCNACEO -C05CNETE(B' 1HIM) DETAIL LLt (1B nuGp NuYLINC PAPFN NIwl1 NRFN( q P V ON BERN DP VAPOR BARRIER SCALE: I" I'B" APOR WRIER OR TURN U " FOR BOND BFf1IIER FOR BONN SNEAKER -3' DRAN TIED NIRNN7I 3' BRAN THE MUCH FOOTING a I01 O.C. - FWTIIC O 10o. O.C. 00ECP?TE (4 MICE) (MANTLE (4' HICK) WASNFD GMVF.L- - -c;t WA$NED GRAVEL- - V BRAIN DIE=-i,f -. ---- .f?' OMAN TILL 4- ENUN TILE ----- - ' IXWN FILE TYP. 8' FRAME WRAP FOUNDATION TYP. 9' FRAMR WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS WITH PARALLEL FLOOR JOISTS o 01.1 SCALE: 1/2° = I'C' TI1'T SCALE: 1/2" = I'0" The, Drees {~i MD2nV <-,TF) nFTAII (-,NFFT STa.Fr su R N„W LOCA A35 LOCwI1C Fh4r PL E AM 4NTiOR BBL[ LCCNIR C SHIPi0N A35 1 SE CT?ON SCALE: I I'C" _-PoN BOARD 1c C9YPSDN A35 9 WIN BLOCNNG, CEND TAB OF SIMI A35 TO SILL R f - - -ANCHOR WILT AND ANCHOR RATE P.T. SILL R 7??y---F011NDNAw #4 BAR SCALE: 1 I'C• HIM -----P.,. 2r8 SILL R WIN 5/87 ANCHOR ROES WITH Slum 0I AT AT 3T A CfA'WMP?, a ? ? iO?P, W IDULF. ANEACH lmu + (X1 14 o.?. + xm1lx 12'10F END WALL /KwBARS iuP?uonS,A,wi?rwlniiu h (2) 14 iNPACIEO WAmJ3IN BACNPIIE 14 BARS a 18'.x. EACH WAY 1 (2) 14 CARS TOP, WIDOLE, AND BOTTOM ILING PWNf BOND BREW OR TUFN IP YAPOR RWIIFR FOR CURB BREA%ER CUMWh"E NT 14 NFNS a 49' oc. 4" BRAIN IITLE Y 4 " 2) 14 PARS, MAINTAIN 3' C1FARMCE 1` 10' 7' FROM WHOM -B' TYP. 10' FRAME WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS "ySCALE: 1/2- = 1'0. CONT. flWB WAfm _B B KNc SNPSON Al5 a EACH BLOCIfIr, BQID TAR OF SNPSCN d35 To SILL R ?ANCIICR RHLT AM ANCHOR PLATE T. Flu R -? `-FCUVBnnaN BAR 5?_DETAIL SCALE: I I'O" POLL DEPTH DuccANNO 4 To EACH sm OF MCHCR III WI (4) lOd [OAS I \ -P-r hs k.L R WIT S/a! ANORTH 14 BARS IN 18' oe EACH WAY ? (2) 14 'I 101'. WIDBIF, AND BOHN 14 8415 B 19' o.c EAfll WAY i (t) 14 BARB TO' wiW. AND BOTTOM BUREEW PAPER 11080 ORM OR TURN UP -VAPOR SAM FOR IM BREMER -3' CLEARANCE yf ° - Y I 14 LAOS a 48' oc. ' s uwNn TINT ?2) ('4 BARS. MAIIAW 3' CLEARANCE 7' 1O' FROM BOTTOM 2._D. TYP. 10' FRAME WRAP FOUNDATION n WITH PARALLEL FLOOR JOISTS L- SCALC I/2" = 1'0" 9reA nDlno ` Sheet No, oc t WTIIIN 12" q' DID WAIL B2'OLTS CLIS MIT " sCEAIPSON BPSJB SNT AT 32' H Bas a la' ac EACH WAY r (2? ?, ? w4s TIN, MIDDLE, . u4D rwnlx? ?WPACICB GWNUTAR 64CN11LL "i ?-P.T. 21 SOL K Moll SIT-# mi BELTS WIN .SIMRiIYI CPS/S SKI AI J2' o.c. + WTHN 12' OF END WALL ON SILL SEI 2) 14 REBW kCAETE (H• THICK) -HURIIING PAPER BOND BREAK OR ANM up VAVR RLNRTIR FOR I LR'FAKFR J• WAR BE THROUGH room 9 41 % WCRFE (4' THICKI Jc-L tl .. WASHED GRAVEL + - - - 4' NWJN IILE P DEAN PEE TYP. 8' BRICK WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS 01.81' s4:A `'??M1M RYA \ ANCHOR ROLL AM ANCHOR PLAIE ?FOUNCANDN -r-?14 CAN DETAIL ?JSCALE I" = I'O" LC 1-= a S N SCALE. 1" - I'O" AD 0i R ASS ROD AND ?uTE A35 ,OFT P1 2,4 SEE WITH 518.4 HNCNNR 4(111P WIN SlIll N W51H SKI AT 37' e.o. + WITHIN 12' OF CND WALL u su ma 2) 14 SEEM :!,-CflNCNEIE (Ill' MINX) ILOING "'a CONM <WFN( OR MAN "AA"' DARI.R FOR BOW NMGRFA r3' DRMN HUE THROUGH f or W 100' OF f! ?{gHCKIE ( %KOK) ?hll t?VIA.- 1- 4' DANN II LE `? - -- - - 4. ORAW Rl[ TYP. 9' BRICK WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS 1/2' = 1'O' NNF. DANA ro NI. FANI BAWWI G 6111 OEF1H AlOtlUHC 1 TO EACH .N`f, -ECM. BEING BCNM _ UIL DtN1 aLIX',ANC 4' IB EA.H 910E Of PN(110R CR+LF Will (1) Aid IYVIS J ,-.aux:Mnq 5€F' OF ANCHOR BMr THIN p) laa NNs f?q ? ,OINI 'NI Noll v I __mCHi B?Ll AM - 4 I ANCHOR I'IAE P r T . - - F.1 I III R UNDATDN `+O i y 5 2 YIn A ?-Pl. 20 SILL, Q wm15/87 ??14 RAN o G 2K4 SILL C WWII SJe'A ANCHOR COLI5 WIN SIMI "ll oo ANCIIOA BOLTS NMI SIi RP5/8 SKI AT W' a c 4 IAOCKNc ONLY REMU EI SET AT 32' W,r. t WITHIN 12' OF FIND WA I. WISH ICUNDAITON W TL IS MININ 12' Of Elks W IL ON 541 SEAIFR d5-0' LONG AND UNDRACE ON SILL SFAFA (2) 14 RON OE IAIL - -(2) 14 P.E644 " scnLE 1_1 I'n^ 4 lcoNCRLIE (a' rINrR! corKFkt[ )cq• nIKRI RIBING PAPER DOM) HREAC DWTMNO PAPER SIX BREAK ON HBKN RP VI CA.FRiER OR TURN M VAPOR BANNER FOR BOARD BROKER FOR BOND BE89R J' GRAN III NIROUG[I 3' BftNH ILL ]DELWN wLKNa OR IO'N' De. FOOTING 6 IO'(. O.C. CONCRETE i IIOCN) 111 (i DICK) WASHED CRA FLI_ WASHED GRA4ELf 4'UMNIILE O,_I'MAN 11LL (DRAM TILE 4' )RAN THE TYP. R' BRICK WRAP FOUNDATION TYP. 9' BRICK WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS WITH PARALLEL FLOOR JOISTS SCALE: 4/Y = DO" '1'7 SCALE: 1/2' = I'R• SECTION 1 SCALE: I° _ I'O' NDPoM1 R A15 =ulc AND XL T A35 BALED BOARD simP NG' ?51YW]N 0.15 A tN,.H HI[If:NNO, NEED TAB OF SIMPSON A35 TO SILL 4. A'N710N 9111 A11D III HATE -?---- ET 911. R OEWIAHLIN BAR /-.,,DETAIL 2 SCALE I" - I'o" a„ m, a' DI n ?,- 7 I[ 7 2 -0' FULL DEPRI BLOCKING 4' {D EACH SIX CF ANCHOR DOLT WIN! (4) 101 HENRY I'Nl. hb SILL R WIN 5/1 ANCHOR DOLTS WITH SIMPSON DPI SKT AT 31' ac- 1 WITHIN 12' OF END WALL 11 OMRC o 18' u.t. EACH WAY + (2) 14 HAAS RCP. MIDDLE. AND BOTTOM COMPACTED CRN'UVP SAI 2 CLFPAALE 14 Our ® IN' e.4 DRK WAY + (2) 14 3485 TOP. MIDDLE HID BOTTOM -II HAAS N II nc- EACH WAY F (2) 14 TAE. INS', MIUDIF, AND BORROW GLWDINU PAPER BU'A BREAM ON [URN UP VAPOR CARRIER FOR DOND BREAtii -T' CLE/RM'q --HEW 14 RAE 448" o.c. CRAW IILE --?2) 14 CARS, VAAWN 3' CIONEAV E FROM BOTTOM TYP. IO' BRICK WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS 7-_= .T SILL R " mN Is EARS 74T2_ DETAIL UL TA L SCALE: I" - I'0" ?ILJJ ?18Y &14911 a? r Y lB' Y ?__DBg P.L hD SILL R MTH 5/8•N ANCHOR BCLIS MITI SIN I W5/8 SKI AT 32• c.c. + An IN 12' Of DO WALL (4 RAMS ® IN ., EACH WAY + (2) 14 CARS FOP. WIUBLE, AND OOT3OM OORIFALTHD CRANDON 84CKFIIL 2' uLDATI 14 CARS B 18' ac. EACH WAY 1 (2) 14 EMS TOP, MIBHL, ANO Hicum 14. LAWS N 18' a n, EACH WAY + (2) 14 BAPS TOP. MIDDLE, AND 81 WRIECNG PI DONE BREAK OR PAN L4 VAPOR BARRIER FOR MONO BREACH T CLFAWICE ENT 14 RARE ®(H' N' LEARN ILE )2)_11 BATS, WHIR 3- CLEARANCE TYP. 10' BRICK WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS SCALE: 1/2" = I'O' 1 MOICH ECM CAR CE BOOM F CAM SLAB FRAME WRAP BRICK WRAP FOUNDATION DROP @ '???'?GARAGE DOOR DETAIL `? SCALE I/T - 1 '-N° -. VINYL WINDOW IN (A) FOUNDATION SCALE: 1/4" s'-{' (Incl. I' lo, &NI) l I' y N• I' -In4 TRIM (RIPPED) AT SEES ADO TOP 7x4 PfSSSURE TFVU i ? (2) 14 RCHW (J) 14 REMR? I-I/2' uHMOU EfLLE - - Es CMWI WITH CONFIRM 2.1 ? (IHHN SPILL DOWN 2'-0' ES FACE! SILT) NOTE, WINDOW 70 If INSIAINR WIKDJ TRIP: MOULD ... WOOD WINDOW IN 1 FOUNDATION 1 ' SCALE: 1/d° = 1.6 TRIM i0 0.11W MOOR JNYD (ODTSIDE)-?? L TREATED (VIDE) L4 PR(5SURE TNEhR? fi-Y INCLUDES 1' FOR THE ) PLAN VIEW (Z) 14 RE11AA (5) 11 FEH49l? 1-1/'C MINIMUM SILL C96FACE NIIH CONCRETE 2.4 Al TOP (IlIRN STEEL DawN 2'-P' OCR SIDE) Ixl BE ON - ? 2 2 4 FCRNS ( ) x n?. N AI POURED OSNREIE {III (77 FfwMnER INS mosr rsanED AS (fJ P RIMEIER INSUILQIGH REWIfQD OY CRAOE SECTION AT SLIDING GLASS DOOR SCALE: 1/4' II'-U' 2 HFk DIP m ERADDH 1J CI ix8 TRIM TO C4'FJd,W DOOR AM (WSNF1 _(2)'21 MIn9p1N( TRUTED (INSOC) 2x4 CROUSE IRAU - NO 11JES F EON ENRUI (7) it RF1NA AMC I-1/2' MA'WUU SIQL Ctie AGI UTAH CCI4E m (TOM EIEIL DOWN 2-0. FWN.9DQ e z? (2)h4 FORMS AT 9015 ONIY - Q Z5 WEATHER LIP POURED CONCAE7E s (2] PMMM INSIIWION MST FOOTING {I") PLTdME1IR In';ULiION um SECTION AT E SERVICE' MOOR 1. SCALE: 1/4" = 1'-0" Tha nraPc: Comn:inv CTII nF"TAII SE-IFFT slH.t All I SI.L O scHp bn: I Sheet No. FAUX STONE VENEER J) FLASHING DETAIL I' SCALE, 1 1/2" = I'-0° "F FA IERHI(R WN1FU I HI 1,8 ??iRUSS s HOOF SHNIHNo_ •1 EXIERVR SHEATHING Moil FOR OCR RqY HICH/lI EL -+-L-. CN RAMS SEE HEEL CUTS STANDARD CARAT 8 L/D4 SOFFIT & HEADER DETAIL FRAME WRAP SCALE: 1/2" = 1'-0 ovERWN! TO FUME TALL = 1'-4' 4 1'-8' TDMN.YE ?? WALL T_4 I ', TRUSS YENIFD sorTlr IE R 1r8 TRIN CHICKEN VNDENEE BRICK VENEER wIHOOW?r? CUTE; FOR DRIER ROOF s STANDARD ARR nanos sEf IDILL a Offs srANDARO CHART D 4 SOF IT & HEADER DETAIL BRICK WRAP ?2. SCALE: 1/2" = 1-0" FOR "DEC SOFHTS THAT ARE CONTINUOUS AfROfIS C/NPS 4E V DIIAA iN l _ _4" _ I'-'C'?'?,N_ T4?WrrE? K'55 IO?INALFI 1'-1' 1 if" 0.4 D.4 0' S-O' t FRAME WRAP BRICK WRAP FRAME WRAP BRICK WRAP OVERHANG SOFFIT DETAILS n EXTENDED SOFFIT DETAILS SCALE: 1/4" = I'-0" 171.1 SCALE 1/4' = 1'-C" Uw TOP DE RAQ--?- DCARD EVEN NMI PLYWDIN ROOF ShEAIHING ML HCARC- RAKE W/ SIDING, W/O GABLE EXTENSION SCALL: 1-I/2" = I'-0" (2) ROWS TTH FEW UP TO It H (S) ROWS n 8GM M 12" HIM 1Fd NWL. TM. - kT[RMWIC At STAGGER ON FACT rAcr + + -^ (FOR BEAMS WITH UP TO 3 MEMBERS) _BEAM NAILING DETAIL UZ.I SCALE: 4/8" = 1'-0" . SHFATHING BRICK ARCH (PUITLD 3/41 3-1/2" TOE H%RDBOARD STRIP FOR BRICK SUPPORT (FACTORY SINE WT) 12 AND I._ BLOCKING AS REWIRED ONE 4 BRICK ARCH IA:YONO tr12 GUI ID ARCH, SEE NEWDIUN ULF SIRE AND RAEIIUS Iwo (RIPI'ml HICK WEER r".E Do 7 WNINW BRICK ARCH DETAIL 1 SCALE: I" = 1'-0" WINDOW ())2x4 TOP FIAT DRMWMI 3' TIO "FADER, PFR SPECRIC RE GATT INSUTA1K BRICKWRAP W/ FRAMEWRAP ABOVE n G.E. PRE-ENCSOM WOOD TRUSS SHEATHING ? l (2)2x1 TOP P1ATE O wq1 NEW. PER SPECIRCATtlHS GATT NEUGTIDN r FRAME WRAP v D { C.E. PRF-ENCINFFRFII WOOD IROSS _ 611G1RING (2)20 1UP FLAIL DRYWNL HENDER, PER SPECTEMOONS ?- - SALT INSULATON- - 4 - WARD Y4C PER SPECIFICATIONS .3 LEE ANNUL RON L FIA981C ALLP ND TO 9'CCIHCAMNS 2X8 BLOCKING V CUT TD THIS SHAPE SPACFL) 0 4' O.C. 2x8 BLOCKING, SEE DETAIL ADOVE. 0 4 cc WITH I6d NAIL AS SHOWN 2x8 SYR J1 ATTACHED WITH (2)1Rd NAILS 0 18oc TOP OF TYP. PRATE IINE DRYWALL NAILER 2.4 STUD NAIL TRUSS INTO COX OF' 2x8 WITH I6d NAIL 0 18"oc BRICK VENEER CANTILEVERED TRUSS DETAIL ?uz.1 SCALE: 1" = 1'-0" L FUSIND NNUOR TNC PER FPECIFICAUDRS HRN% INC nOIIGH Calf EXTEN OX M(:I[ I HEEL CUT STANDARDS ROOF PITCH HEEL OUT 6/12 4-1/2" 7/17 5-7/8" 8/12 7-1/8" 9/1] 8-1/2" 10/12 9-7/8- 12/12 I'D-I/2" BRICK WRAP 11J (:I?GABLE RE'T'URN DETAIL ot.t SCALE: 1/2` = 1'-O° ?7,)HEEL CUT STANDARDS ?2.1 SCALE: NF sin PLAN UAL (4) 5/H' 1011S BUTS (TWO ON Elul SCE OF THE TLVIGE(MEB) T9 WRITER Irk AFAR 10 BOTTOM BEAM. STEEL IEAM it II I II II I II II I II II II II I `1x13 ' I: I 1-1 I I LJ ti I y I +I I' 'I -1/4' NASCNIIE PANEL .1 I ' I I -BICCNPCAS REWIRED f- II r II I X11 tl - 12 1. 11 11 II II II ?? II -DR1WA1 I I n .. n I 1 V k 1-10?' R.O. SECTION A ELEVATION WALL ATTIC ACCESS NL.1 SCALE: 7/2' = 1'-D" BEAM TO BEAM CONNECTION L)Y.1 SCALE: 3/4" - I'-0' -CQDERUNE- GIRDER Res REBEEEM .gISTS t n Haag Tau D NL OM cI pD GF RHSS6s (e crv0) tltE OF Ind FLOOR sUBFLODR ? DOLL NO BOARD ORDER TRUSS x10 .GISTS @ 18' OL. ON 51MPSON) LoV21o HNN'Ud $T 2nd BOOR lags ON IIA"Kk1C ?? ?I' 2x10 BARD ik1ND CC9LICD FO BOTTOM OiOAO OF OIRGER TRU55 ?2i10 Baq BRAD AT C4RDEA 1X155 ORAL HOGS: MIN, 71/52' - NIX, 11/16' 5/6' RNlm DOLTS-IYP, SECTION BOLTING PATTERN GIRDER TRUSS AND SECOND SCALE: 3/R" = I'-D" 1017WAL SIDING DRIP-EDGE TRW BOARD DRIP-FNCE METAL LATH CORRUGATED HOUSE WRAP I&I IAYFR HMISF. WRAP 2nd LAYER PEEL AND in FIA911N1: T12' SCUICH COKE SANE 1ENFHr 02' 5CALE 1/$" = CO' ? 11 ` WFT 1/2E SHEATHING FAUX STONE TO SIDING TRANSITION DETAIL 4d 0 rl f1 nlJI V %JklivI nKII v IXO aww- SHRCIES EC?'j Y PIS PI Ixfi ? JOISfS 110 HEADED. PER PUN EMIEROB SHEAUHIMI F PANH RIDING PASS DuiN UVERCN PAXFL SHEATHING RAND ROARD k- DAY MUMS FRAMED NOI HE SHEATHING MD CCYfRH WITH HO16NW R"n. SEE rim SECTION BRICK PLAN ? SCALE: 1-- 10 -) REAR BAY WITH SLIDING GLASS DOOR 110, 1' SCALE: 1/l" c 5'-0" V% RAIAr% n Thp I)rvPC Corrifinnv IXtl L OR uI7K GN MH EXHElER 516 CAHO OIE ALL NAY WINDOWS FPANED WTH OSB S1GT39 AND CMDD W711 IA705" (I) SECTION -- SCALE; AISTANDARD FRONT BAY WINDOW ?SCALE: 1/4" - 1'-E" SNIINC k FLISHINC ?I}}I IM L NEIL FRAME PLAN cRCWNI ID9l) WAHLE W/ (2 ?51pgKHH S "I R00) F NEtu Rwr ?Dmu uvul0 ITS m I? m MoR SHEAflim WITH N NO" EYIEHIC9 41 ' IwNo D• U p0• NOIE YAN01!$, ATE PUN ALL BAY WNDW FRAYED WIH X0 SHEATHING MO CNIRED WIN IIGISw BRICK PLAN n SECTION SCALE: 1/M" = 1'-0" ? DELUX FRONT BAY WINDOW '4?2; SCALE: 1/4" - I'-C" FRAME PLAN o 1xfi HEADER PER Rm ExTmIGR PANE.. SHFANem; FXILkIOR HANH. SiEADIINC Hw0 Baum J5515 7tl CEIIN "?I? BRICK PLAN f-D\REAR BAY WITH WINDOW T'? SCALE: 1/4" = T'-o' CTII nF-TAII CNF'FTr ALL PAY WINDOWS FRAMED NIIH ORi SHEATHING AND CO'hODD WIII 1106 NW C710N SECTION 4 SCALE. 1 1'C" 1A IE1LtiTN SIw FS BI CHOW! mom m (2) 2N4 fiP@IDR PANEL SFAMINI; AD 00.Yd Jllbl] NOTE ALL RAY W IM FRMNEO WIN 0SB SHEATHING 0 COW WDI igUSEMAAP G FRAME WRAP SECTION D YHAL 1XI cline EXFEIiM fw NI ) BOX BAY (s lp ) -2 2 SCALE: 1/4" = 1'-0- 11L Sheel ?esciiPlion: Sheet No. BRICK PLAN NOTE YL DAY WNI%1N5 fF14YfD WDI U1AP Awl ONO 11*11F1l WIN HOaR:NDAP BRICK WRAP SECTION EXTEPRIR SHFAINR6 LAP (2)2x4 TOP PIATE - FOYER Ram/NY PORCH FRAME WRAP RECESSED ENTRY URCK Ga PLw LTAGG riam - DASHING DRCX ARCH TRIP ILGF. ANGLE IROR? DOOR L (2)2x4 TOP LXIERM SHFAIHIJ% PANE RLATF IXXIH FOYER UP )JOULD DNA/RIM. DOM ? Ixln NYti1 PORCH SAE- - n BRICK WRAP RE( TRY c Dk[N SLL ROAN UGLY rPNANG-- RU-WOOD ENTRY. SEE [IIOH FOR SPEDFUT10N6 ? - t RASHIryC- t ORP ETJGE 1AGLE I - TRANI EXTERIOR SHEATHInG PANE., ? (2)2x4 TOP ° FOYER ONE uruln f ul - WO/Rlu RDAWT - 1,10 '? JOIST PORCH SUE-. .DNU-WOOD RECESSED ENTRY n RECESSED ENTRY DETAILS Y.3 SCALE' I/4" ????R I I 4Q? !I / 2X aA? I I/ EXTEND TO III / CEILING JOIST FOR ATTACHMENT 2x8 RIOCE mnf/ II P I I I 0 II tiT „„55 JMS EXTEND TO - COI-ING JOIST FOR ATTACHMENT 2.8 III ?f 11 V? ' n 'L^ ,6- EXTEND TO -J CEILING JOIST FOR ATTACHMENT 4'-O' 2xe RIDGE 1/2' SHEATHING fi 4 RAFICR S• ' HARCDOWiD 2.E RAFTER SHEATHING (L) 2vA HFADER4 2x4 CRIPPLE 204D FIX SDLAASCR N BEHIND 1 xfi 1x4 DOUBLE I'-0' 2'--0' 1'-0 N -0. EA fNNROD l:A13I,E DORMER DETAILS 'r22 SCa F.: 1/X - I'-U' iA, TRIPLE R IHI LL RAFIEI DRUB RAFTER } J-I DOUBLE RAFTER (7p) DELUX GABLE DORMER DETAILS SCALER 1/2' - I'-D' BEHIND (2) J 7x4 SFUC 2x4 CRIPPLE STUB 2x1 PLATC 2x4 JACK STUD x4 SILL LATE BOTTOM .L e ? HIP DORMER DETAILS 2 scueo T/r = r-D' -NIS xR 0 D STUD 'i-I' -(2) 20 ROUGH OR PLATE ` CPDINC 2x4 JACK STUD !14 URI PLE- 2x4 SILL PID PLATE II I 7'-I" 112 PLA 2x4TE80TTDN 7 12 TRUSS 12? d CROWN MOULDING J 1x8 (RIPPED) SIDING - 1_i/4. ON SECTION 2L • TRUSS - 2 r ° R-2(i aH ENTER 2 40 WIND W -y ELEVATION AS 1NIM "JF 2%6 m `? I/1 C151WN NWON5 20 rxw nun ? ' l• L , um MOULD RIDGE DETAIL UC)MOULD 11/4 _ as a' LCWNN EASE MOULD DRYWALL 1/r RED ma um I/T CRY11ALi !7 ALL 2 5/8' Dm WOULD IC PAW = PLAN .ELEVATION TRAY CEILING DETAIL 7i BOX COI UMN PLAN VIEW (r 1 4 SCALE: 1/2° = 1'-M° c DETAIL INTERIOR -04 PAL EB B fl 4 SCALE: 1/4" = 1'-O" 7. a EE ELEVATION • - L J01Sr ® "TSicwn Lnr N WLSEMTNT , I w 4 a{PR E55C RC r?SE FIRM -''/.r[ & SF FAIf? fV ' alrnrn NnulR ,: WNn a LC ?? INTERIOR COLUMN NN"CNN 9N ?^" SECTION THROUGH LARGE 10xI6 SUNROOM " z 4 ? n PLAN SCALE: ur = 1, a ? . a ' (DMI ONLY) ]J_4 SCALE: I/B" = 1°-C" 7 4 ROUND COLUMN DETAIL I TEIUOR/ OA LXTERIO t? N PLAN TRAY CEILING DETAIL ?I " TRUSSES WALL "wr IXSpa 2XIOO RgwSS& 2 o 242 SrACERS 2x25PA EAS X2.4 SCALE: 1/2" = 1'-0" hI IlY SCALE: 112" = V-O" TNGMlffO TRUSSES--r_ ROON DONSIRU[7gN?? (CNLY IF OPEN AKNE) 1 1 WIDER, SEt PIAN 1 1 4 1/4' MNC WALL KIM, S WHO WALL BElllfm N I x ? E£ p CROWN MOLUOK kU"JF TRU55 . . I 1 ? _ ? I ? i - MR 512E ? 66 WOOD P 2x4 0 24. 0.C,- O W/ MAMI--SAG P 1,4 w 29 n.C. SUNROOM HEADER SUNROOM HEADER d ANCHOR I A-44. 3/r a/5" 945E CW- DETAIL - RANCH DETAIL - 2 STORY ? -? 21 NAILER SCALE: I BEARING 6COnr.?- -2,4 CM. . ------------------- i------------------- COLUMN !l- a SPACE 10 ALL AnCN EDGE CRAP Ar TOP W/ n SWA M,CE SIFAT ER _ REEM f?S?IRE MDICE V°RLN1 2"10 NrPIL EDGE Cur AT as PUNCIIUNS MN]PEALY (2) 2x10 RIDGE ff P FoN slzF 4.4 Conn Pnsr A r.HDNFCI ?IO CONCRETE W/ KALR -5A3 /3 TRAY CEILING DETAIL '~ D 14GN a 2E cNSrrRAFTER RIDGE DETAIL PA-44 ANCHOR + SCALE: 1,1" _ ,'_°" 1,12 K*IUt ? # . 6 eK % T L2 lxU WEER _ -1x8 BEARING NNNNWI COLUMN - Ixlz wRry AT sonOM w/ EDGE CUT AT 457 3 SUPPORT ©LOCKS ? ? . ( ) DEC E f5,+1? 5-1/2" x 5-I/2" x 1-1/2" FOR SRE EQUALLY SPACED IN COLUMN. L - - SE' 0. C GW BAog Tsml JOIST ° EVSEME14T ELEVATION NON-BEARING COLUMN ELEVATION BOX COLUMN DETAIL C OLUMN DETAIL (INTERIOR) (FRONT PORCH) IO SUNROOM SECTION THROUGH SMALL IO n 2.4 " x SCALE' I/2" = 1'-0" SCALEr 1/[ SCALE: 1/8° = 1' -C'• Sheet No. - - Nm%110 &Y %doll TI-ii, Ilr•n??c ('nnmgnv CTF) I)VTAII ?I-I'FF_ T Liee1COLUMN ?_ETAILS_ MIN- ,1 II 11 1/4' OFF NE&H- FASTEN SHFA1HInc M HEJUEt NMI Ad COMMON Ml,3 N J' CRW PATTERN AS WNW AND 3' OC. IN ALL IRGW (MUDS AND SIU5) VIEW OF HEADER (ONE HIKED WALL WOMEN) 2' 10 10 )EAISFED WDIH) pity 1 F II LL ?°i 111011 IN. HW1ER-TO-M-SRO f I 61 ?- w ON DORI 5106 Of "'SING TOP MADE CINDNURY f (IYP.)QNSTALL ON VKEDDIE AS l:?l RCO RED FIR R&02.3.2 XNIIH ON SIDE CI I, REF. NO. _ x.1.1 Yi1i. MIN. (2) 2'.M J' (EP.I-? III t.1 I (I? FRAff0 WALL SECM90 PER FMLR F I IAd SINNER MAIN IN 2KOMWS' O.C 1O0U W. H?100IAIA-SI00 SIA.w OR Bo Ell EICES OF CPEAINC (RFE NO. ISIA2A) NAIL SALE PLANS ED JONI PER- INHE HDCON1) 8d MAJOR NORS Al 3' DO TOP AND. HOLDER OUTSIDE ELEVATION IMPOHIANI COUE REOURINFNL ONLY TOR USE FM H11DF$ MIN DALY SWAMI VIYWXIU OR SSE EXTERIOR WALLS, PER NC R602.10.5. SIDE ELEVATION USE INGINEMD WOOD RM MD. I-JOIST ON DRY LUMBER RID JIiSI TO MOMQE PORNRI TIN RICKING MR HAND XESI u IF PANEL SRIA"E IS NEEDED R SULL OCCUR WRIIN 24' OF, MITI-HNMII. RI.OCNNG IS NOT RIOulu NO. OF JACK SEEDS PER TMIL R5025(1A2) MAR. WD IH R%" CM W'1 HEAR-LO-MOR Win FOR FJ(AMPIS TO MIN. FOR R'HEICHI APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS _ STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) SCALE: V2" = 1'-O" MIN INENMESS SUNICTURNL I6% IB, TIMING ANCHORS SHEATHING (RP_) (REF_ NW_ TOT) (WHIR OMIHIAIIIXN UK)- NA. WE PLAIN 10 PER TAG E REOL3(II DAL S01E PAC TO JOIST PER 101 RN02.3(1) APPROG NO JOIST NML SOLE PULE TO J0151 PER TABLE RW2.J(1) RAND JOIST MIN. M'0/16' PEACE WILD MMIroH 001.7 PER RW3.L6 (RP.) OUTSIDE ELEVATION FOINDAIIOH PER CODE (RP.) WPORTANI COX RFWIRFMFNT- ONLY FOR USE CM LOVES WIH NILY SNEAHIET PLYMOOO OR 050 FXIEIEOR WALLS, PEER APO 3002A05- SIDE ELEVATION OUTSIDE ELEVATION 1100D STRLICTUWAL PAHR SI m MEEPhO RARE Jall WOOD STRUCTURAL PANE SHEATHING OVER APPROVED ONO JOIST IMPORTANT CODE REQUIREMENT. ONLY FOR USE DN HONES WEII RIELY WATHED PLYWOOD OR OFF EXIERIOR WAITS, PER NC ROLL SIDE ELEVATION TEAMING ANOIONS INSINIER PER THE ANCIIOH MANUTADIUHER'S HECENNENDAIMIN. THEY WAY ALSO HE NOIAIEU VHIII'AI.Y- USE ENGINEERED WXJD RM MD, I-JOIST, GR RRY WhMER RIM M51 TD MNMIlE PDIENIDN FOR ]MING (NEON ME JOIST- APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (DETAIL 1 OF 3) SCALE: I/2" = I'-D" SCALE, 1?2" v 1 'r- \ (INIFRIOA? Ifid RAN AT 17' CCU, Od EVIL AT 6' D.C. ALL [RUING II W EI RE AT PANEL Mn - CM ML IWING 1111191 16FLW ANI CODE REQUIREMENT: NOT AT PANEL EDGES ONLY FOR USE ON III WITT NILY SHICINED PLYWOOD OR 050 [MEW WgIS, PFR NO RHR2105. EXAMPLE OF INSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 1/2" = I'-0" IDd MAIL AT 12' D.C. (NIFNNAIgN OF COENFR SAID MY vo Ad NML AT 6' O.C. AL, FPWING MEhRUCi AT PANEL EDQO ANO 12' DC. ON ILL (RfMING WINU 5 N07 AT PANEL FIKFS (3rN.) IwWANT CODE NEDLAREWDUT: GNLY FOR USE ON FENDS WIN RRTY PIFATHFD PLYW000 LW DSH EMOR WLIS, Ill NL 76MI05. EXAMPLE OF OUTSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 1/2" = I'-0' GYPSUM WALL OAARD NSTMLED IN ALC'ab< WITH IRC CNwe 7 (M(RIDR) f'1BAjr%,f'%n The Drvi-s, C..mmnanv Un n P-T A I I S N 1717T SId By. OWN EhftL Dew4tka: 5heet No. w Q w Z Q w m m w z 0 10L RETANGULAR TUB PLAN SCALE: 1/8" = 1'-d' tD v CORNER TUB PLAN SCALE: 1/8' = V-O' 1/2' CONCRETE (CAR) 7-1/4 EASE MOMDINC 9x6 OENAAIIC TEE I, 2n o M F NOT - rv F wrv 1. 112" LUW4lY PC TOH DROP IN RASE MOYIDNC SECTION THRV REMOVABLE PANEL AT TUB PLATFORM vrvtES VANES (C-E,f) r OPEN SIDE ELEVATION 2-1 Ja' GWE. MVNAYG ?%', 1/2 DURAPLY - WHIR 1/2' YIRAPLY - MRER OUISIUE CORNEAS UP CUISIOL CORNETTS OF OURARLY PANLES- OUNA1'LY P,WELS. OA,; MoLIIYWO 'W? { VARIES (2'-G'I) VARIES 4' OPENING WRITS {2 - i'A fik• I DELMNC VACS f2'-i?'}) PANFL MULL j VANII OUTPUT `O' FRONT CLEYAIIDN u DROP-IN TUB PANEL ELEV. CHOU E (I) PAR TO CUTOUT FOR WHIRLPOOL MOTOR ACCESS {TELO DEEERWNQ 1' YAKS (S'-+'t) N' CUIOIT MODIFIED FON REPLACEMENT PANEL, SEE PANEL SECTION WALS BITS SMELT. ]-I/4' CASE MIy,LpHC 1/2' OUPMLY - MITER I/2" WRMLY - yREA OUN DE CORNERS OF CUTSILI CORNERS Of ?`•' ''71- DUNAIYY PAMLLS mull SAW W MOUTHING 4' VARIES 4' 4h CERAMIC 111E 2' BUIINOSC ILL '? 2-lJi C4E YOUL?IMG d 3 .-m I(Y RGE CORNERS EA b" a El[RS OF URGE f ® _ - O11R1WLY PAAFlS, ?W. SHONFR PAN PFA Hg15E RAH. BASE MOUIIIWG SIDE ELEVATION w/ SHOWER ?• OPENING VARIES (X-1Ll't) 5?• 4 } PANEL CUTOUT OPEN SIDE ELEVATION ,? FRONT ELEVATION v CORNLR DROP-IN TUB PANEL ELEVATIONS SCALE. 1/2" = 1'-0" LPIS'ICEC- SLOW ATTACHED TO PALH 9OE or PANEL CUTOUT 11A . EQUAL FOIM. 2-1 JA' CASE MOULDING - ? 1,2 5' UONC HLOOKoO ATTACHED - 1 TO RUN SOF OF PANEL. (I / ` - l . ..,_ _-_....,.,..._ 1j! aurunr - ? BUN OF PANEL CUTOUT. GAIT ADUIIgNU APPIkn In IRIINT 5IDF OF PANS. CVTnUI mill 1 j2 U [HIM UVEM WCINC EOCE ,? PANEL SECTION PAN ACK PANEL SECTION DETAILS SCALE: I" = 1'-0' ?EE a? Ed CTNAMIC ]UP 2' DUIRNOSE LEE SIEYEA PAN PER HYDE NEW SIDE ELEVATION w/ SHOWER LT U PUN PLAN 11 'D It 7OAfl NVI h o ILJj a1RNLR _ Y _ _ _ _. SNDWFR 9AI m A !j v FRONT SIDE REA?? R RF®_, ?R v FROM TUB DETAILS SHOWER DETAILS SCALE: 1/8" = 1'-0" SCALE: 1/6' = 1'-0" STD. OWNER'S BATH DETAILS (WITH SEPERATE SHOWER) SCALE: I/8" = 1'-0" 2 ROWS 6' RE T CM NOTE CUT RRSI NOW SO CAP FRS UNDER WINDOW (IF WNDOW G Pff9NT) 0 PUN Im `A CAP FITS U'OCR WINDOW IT WINDOW I PREFND q_ SIDE D ASSPID?OOOR 7' ALDN06F IWL D{ II _ _ - iD1Q 8'A SOW DISH IV C.L Of II `L ---? Y Fill M7SE TIE S:f 7' NIILNIriE RE - :? - - - g - 910 ROW OF 6' TIE. 6' CERAMIC if -- h 6' COMIC RL .. . =' L J FRONT 510E SE DROP-IN RR PANEL MANORS REAR O_ REAR SIDE 'D._ FRONT 911. 002 WITH HALF wa ll IIINOD DOOR TUB DETAILS (JETTED TUBS SAME DETAILS) SHOWER DETAILS SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" DESIGNER OWNER'S BATH DETAILS SCALE: 1/8" = 1'-0" * 0 PUN 0 SIDE HALL BATH (CONVENTIONAL TUB) DETAILS SCALE: 1/8" = 1'-0" 2' DXME ILE 6' EEPAK DLE TOWLL BAR n-a FRONT SIDE \-E DROP-IN RIO REAR 911.002 JETTED TUB DETAILS SCALE: 1/8" = I'-0" JETTED OWNER'S BATH DETAILS SCALE: 1/8" = 1'-0" (SHOWER UNITS SAME AS STD. BATH) I-4 l?illl PLAN r GON OR PPOPSTAI SINN PED SINK DETAILS* SCALE: 1/8" = 1'-0" '(STD. IN POWDER ROOMS) PLAN 2 ROWS 6' BE W 0'P NOTE: CUT FIRST ROW SO GP FRS UNDfN WINDOW IT WON G FRESLq SLP DROP-N NA PANEL ELLVA RONS FRONT O_ SKI. 0.02 & CORNER TUB DETAIL SCALE: 1/8" = 1'-0" raLET PAPER HBO PAPER HOLDER mnu ? iOAfl NR b TOWEL BARS/C%f{AUST fAN PAPER HOLDER/TOWEL BARS SCALE: 1/8" = 1'-O" VANITIES - SINGLE VANITIES - BETWEEN WALLS - IM WITH • 2'IEa M YWWYM 10% VANITIES - DOUBLE VANITY DETAILS* „Vol ? M_"^l ^m'IF TO wNnnue SCALE: 1/8" = 1'-0" - ffiN YA1WY WIWN • P' 0i WfF. -- (1) IOW MUE -(HALL BATH AND OWNER'S BATH ONLY) sw ar NL 61xd Darrylion: ??'"®? The Drees Company STD. DETAIL SHEFT _ ---.••- .......-- -- . -- --'--'-- - ALL fOLINOATION WALLS TO OT A" THICK FOR 8'-0" WALL AND 10" IHICK FOR 9'-0" WALLS, CAST UI PUCE CONCRETE JON PSI MDT. UNLESS OTHFRWNSf NOTED. - PRONDC F001FR DRAIN THE ON INSIOr AND OUTSIDE OF TOOTER 10 SUMP PUMP OR 10 DAYLIGHT, - BASEMENT VANDOW LOCATIONS MAY VARY TROIA DRIWWNG DUE TO LOT CONDITIONS. - 3" IRAN TILE [HBO IWIER AI 10'-0 O.C. - W RITHE ADJACLNI 10 IOUNUAIION WALLS SHALL NOT BE PLACED UNTIE THE WALL HAS SUFFICIENT STRUNCIH AND HAS BEEN ANCHORED 10 THE FLOOR OR HAS 11UN SUIFICIINRLY BRACED ICI PHEVUN DAMAGE BY ]HE SAUFILL. - MAXIMUM ASSUMED SOIL BLARING CAPACITY: 3 OG ps.1. -'WA,TERPROOF FCUNDATION WITH BIDUM.NOUS SPRAY. - VERTICAL CONTROL JOINTS IN BASEMENT FOUNDATION WALLS - STANDARD IOCATION GUIDELINES: 1) PLA:F A GCKRO)f. JDHT ITT AI. INFRARED WALL OVI.R 30 M LENCIH, (NOR: 'F' WALLS AND CORNERS COURT AS A BRACE), 2) WIDOWS FAI IRE NRUER IRAN THE SINNDARD BASEMENT WINDOW REODRF, A CONTAO. JolfrT 3) CONTROL JOINTS ARE NOT REOUIREO At EVERY WINDOW THAI IS STANDARD S1E. 4) IF !MERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAI NEXIYES A CONINOL JOINT, THEN THE CONTROL JOINT SHOUID RE PIAC.FD ON TILE SEE OF THE WINDOW 1101 IS ADJACENT 10 THE LONG SIDE Of ]HE WALL. IF THERE IS MINE THAN ME 'WINDOW IN A 'HAIL THEN ONLY ONE WINDOW SIIOULII HAVE A CONTROL JONI. 5) DOORS DO NOT GET CONTROL JONIS. B) CONTROL JOHNS SHOULD NUT BE ITN'-AIED WITHIN 3' OF A DEAN POCKET, 7) CONTROL JOINTS ARE REOUIRED AT THE FIRST AND IASI STEP DOWN AT SNPP10 LASIMENI FOUNDATION WALLS. - INTERIOR FLATWORK SHALL HAVE A MINIMUM CONCRETE STRENGTH OF 2,5DO LOS. - SMOKE IIFIECTORS TO DE 110' AND HARD WIRED. PROVIDE BAILEY BACK-UP ANU INIERCONNECI (WHEN ONE SOUNDS, THEY Al I. SOUND). - ALL GAS APPUANCES MUST BE INSTALLED PER 1AMUFACEIRER'S SPFCIFICAIIONS, - AND THE CFNTERIINE OF A1. EXTERIOR LIGIII IDJURES At 5'8" OFF FINISHED EXIERICR SURFACE. - A STAIR HANDRAIL, ON OIL SIDE ONIY, SAA1 BE CCNHNUOS FOR THE ENTIRE LENGTH OF IRE STAIRWAY, AND ENDS SHALL BE RETURNED TO A WALL OR POST THE NAIORAIL MA'I RE INTFRRUPHD AT A NEWEL PC' I AT A TURN. - HANDRAILS SHALL BE INSTALLED Oil AO STAIRS WITH 3 OR Ml. RISERS, IIANDRNI HOCHT SIULL BE A MINIUUM OF 34 Inches AND A MAXIMUM OF 36 rt¢Nles. - N.I. RANDOM GRIP PORIll SHALL NOT EXCEED 2 5/8" IN CROSS-SECTIONAL OIMENSUN, - KITCHEN WCKSPLSII OUTLETS 10 DE LAID ILAI (WHEN IN THE BACKSPLASH), 37-1/4" FROM TOP OF SURFLOOR TO BOTTOM OF BOX. - CUAlDRAILS MUST BE A MINIMUM 01 36' HIGH. CWRURA16 AT IIIE OPEN SIDES Of STAIRS USE I A MINIMUM OF 36" HIGH MEASURED VLRIICALLY IROd IIIE NOSING OF BE TREADS THE HORIZONTAL SPACING OF IIIE VERTCAL IWUSIERS SHAH. BE 4" O.C. MAX. - PSR.MOSTAT TO BE 64" OFF OF FLOOR - A LOWER LEVEL, PROVIDE A 6' ION6 2r4 WALT WITH STUDS AT 16' O.C. HELD 1" DEL FOUNDATION YWALL FOR ELECTRIC AID SIRUCIIIRED WIRING PANEL. INSN AIF WN I AS Ill CARGO - CANNOT SEES MAY VAJ1Y WITH FIII I.-OV'FRIAY CIMN4IFTS. - GROUND FAULT CIRCUIT INIORRUPILN (GICI) OUTLETS TO BE INSTALLED PER NEC 2005, SECT. 210.8 - PRONTN HOSE DIPS PER DIVISION SPEC. SHEET, EXACT LOCATION 10 BE FIELD UECTIFI:NED, UNLESS OTHERWISE NOTED ON RE PIA14S_ FRAMING NOTES I SECTION, DETAILS & ROOF PLAN NOTES - DESIGN LOADS: WING AREAS'. 40 ps.I. LI'JF LOAD + III p.s.1. DEAD IDAD = 50 ps.I. SLEEPING AREAS: 30 p.sJ. UVE LOAD + 10 psi. DEAD LOAN = 40 PT L RO SF, 20 Rs L LIVE LOAD + 20 p..:.I, DEAD MAE = 40 Ps.L - All WALLS TO RE 3 1/2; UNIfSS OIHFRWISF. NOTED. - FRAME AlL BEARING, EXTERIOR, KITCHEN, BATH, STAIRWELL, AND GARAGE WALLS AT 16" O.C. ALL OTHER WALLS TO BE IRAMEO AT 24" U.C. UNIESY OIHERMSE NOTED. - ALL WOOD DEANS AND HEADERS TO BE S. BIDS I2 KU WITH E-1,700,000 p,si- or M. - 41. WOOD JOISTS TO BE S. PINE 42 KD WITH E-1,700,090 ps,i„ SPAN MUST BE LLSS IRAN 20', USE HLM FIR IF SFNN 6 20' OR MORE. - ALL LVLs 10 HE DID JOHOLLAV MIT F6=2600, Fv=285, IJOE=1.9, Fu=750. - PROVIDE 4-1/2' STEIN HEARING TO FOUNDATION OR HFAM LIELUW FOLD ALL BEAMS, HEWERS, ABU GIRDER (NOSIER. PROVIDE BLOCKING BETWEEN J01515 AS REOU'RED. - CHECK SCUCIIONS FOR FIOOR Cfi'WRINGS AT TOP AND BOIIOM OF SINN RICERS AND AD.IUSI RISER HEIGHT AS NEEDED. - SEE fIRF.PLIGE ELEVATION DETAIL FOR ADDITIONAL FRAMING RCOUIREVTNIS, IF 'ANY , AN[) SEE SELECTION SHEET FOR SIZE AND SIYLE Of FIREPLACE. - PROVIDE BLOCKING AT AL UNORAIL BRACKETS, IOAAEI R4ES AND TOILET PAPER HOLDER LOCAl10NS. - PROVIDE 20 MITI. FIRE-R'SED DOOR AUDI CARAGE IJIO IA911C. AREA - PAD CRT fx1RAGF WAIT CAVITIES/ FLOOR JOIST CAVIIIFS 3-1/2" 10 RECEIVL FULL HAII INSUUTON IF HEATING/ I'LUMO!NG ARE PRESENT. FRAMJIB TOR Inc CR'SE 10 EXTEND DOWN 10 GARA0. SIAH. - ALL BEARING WALLS TO WVE DOABLE TOP PUIF. - A P.4RTMJLY FMPOSID I:XT RIOR WALL, WALL SHEATHING SHOULD CORNNUDUSLY NUN 10 WHOM DE SUB FLOOR. - AI IUIJBFR COMACNHG CONCRETE ICI DE PRESVRE TREATED, - A.I. FASTENERS, RANGERS, AND 01111A COINFCTORS ICI RE USED WITH PRESSURE IREAIEU WOOD AXE IU HAVE 2MAX COMING (OR EOUIVALINI) HOT-DIPPED GNVANIZED OR SINNLESS STEEL. - A1. FXfFRHOR W'ALI S AND INTERIOR OD'RING WALLS. IRAIMLD NORTH IHAN IHE SIANUAHD PLATE HEIGHT, SHALL BE FRAMED 1WIIH COIIIFIUOUS FULL HEIGHT SNITS 10 RE HIGHEST CEDING (LE. NO INTERMEDIATE BREAKS) 10 PROVEN! IAwRAI. HINGE CONUIIIONS - ALL ENIERIOR STEMMING TO BE 7/16 WOOD STRUCIURAL PANEL SHFAIHI:NG OR I'OIINATIN W/ HOUSEWRA^ - GUARDRAIL UESIGN DAD TU RESIST A MINIUUM OF 260 LDS LATERAL FORCE. - PRE-ENGINEERED MOD TRUSSES 0 24. O.C. UNLESS NOTED OTHERWISE. - SFr. RUSS MANUFACTURER'S SHOP HRAIVINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING GIRDER TRUSSES AND BEAU LOCAl10NS. - ALL GIRDER TRUSSES 10 BE BOLTED IOGLURR, ACCORDING FO MANUFACTURER'S SPECIFICATIONS, VMERE REOUIRFD. - TRUSSES 10 BE BRACED MID INSIALLEU ACCORDING 10 MANUFACTURER SPECIFICATIM-l MUSS MAIIUFACIURER'S IY.MERSONS ARE TO OUTSIDE Or SHEATHING. - HOOF THU''s MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS RN SHOP DRAWINCS, - REFER TO ill OF IPI (IRIM PIANO INSTITUTE.) FOR SPECIFIC Bill RECOMVENDAIIONS AND REOUIREMENIS. - ENCRILERED TRUSS ORAMIIGS ALONG w/ HH-91 ARE 10 DE PRCMDED TO FIELD BY TRUSS MANUFACIURER PRIOR TO FRFCPBN OF TRUSSES. - PRCViDL A 214 LEDGER 10 ACCEPT ROCF SIIIAIHING WHERE A FINS) FEMUR ROOF MEETS THE SIDE OF A SECOND FLUOR, - A SELF-A)HLHING FULYMER MOUIFIFD BITUMINOUS SHEET SRILL 13E USED FROM DIE EAVES EDGE TO A POINT AT (FAST 24" INSIDE THE EXTERIOR WALL LINE OF [HE 13111LONC. - PROVIDE 15.4 FELT PAPER UNOFR S INGIFS - CONTRACTOR IS RFSPONg91.E FOR PRO'ADINC AIL. 111PORARY SIIORINC AND ORACINC WRING CONSIRUCIIOH FOR ALL ELEMENTS WCLUDIIG NAILS, JONES. IRUSSFS COLUMNS, VXiONRY AND CRITIC AS REDU,REO. ELEVATION NOTES - WINDOW ',Mr AND IAIIIIONS MAY VAR! FROM ELEVATION DEPENDING UPON MANUFACTURER, SIYLE PAIIEHN, CRT,, DID, - FRONT DOOR C001 UGIIIS (IF MET 10 RE ELI Al ABOVE HNISHED SURFACE. - GRADE AWAY FROM IUUNU,AIION WALLS SHALL FALL A MINIMUM OF 6" ORRIN RE FIRST ICI. - PNOVIUE HOUSE WRAP OVER EINIRE. HOUSE (INCLUDING CABLES)_ - PRCADC BRIFA WEEP HOLES WITH 'A'FFP ITQDR AT i3" oc. AIM BRICX'rENCLR. - PROVIDE RAS111IG AND WEEP 01:S ABOI'i BRICK All Il - PROVIDE BRICK WE'LL TIES Al 16"o.c. IIORIZOICALLY ANU TCRIIGdLY. PROVIDE URICK WkI_ LES WITHIN 12" (IF ANW BRICK OPENINGS AT A MAXIMUM O 36" oc. AROUND CFLNDNG. - PROVDD: RVO IAYFRS OF IYVFK ITN AL ARUS OF SIONf. RFFFR ICI DEAL ON SHEET ,.01 FOR INSIALLAIION DETAILS. - PAD OUT ALL GALiIl ENDS ('W'JIHOUI CABLE LHILNSIONE! 41'l li 148 WITH THE 11 OVUI THE TOP 10 COVER IHE. END` OF [HE SNAG, WHIRL SPECIFIED BY HOUSE AND ELLIA1100, - UST. EXILHOR PROIECTIVE COLERINGS ON ALL UIRECT VINE FIREPLACES (IF NIY) . T iT w M1 = I O IIs.YBne. w rnr nn r=umor o?w uncvwu I Chnnl Nn