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HomeMy WebLinkAbout06050042 Misc. ~~"------=-- ."".."..." ..... leJlJlJj DATE05/17J06PAGE 1 of 1 DAVIDSON 1-'1 ORDER DATE 05/15/06 ORDER # Z6839514-00R ,.f ENG. RECEIVED II LUMBER CO. SCHLO. PROD. DATE OS/23/06 SALES REP I Jeff Behnke SENT TO SAWS II BY DATE DEUVERY OATE 05130106 CUmNG BO II Ryland Homes , f 7400 N. ShadeJand Ave. Sle. 250 D T Indianapolis, I.N 46250 o (317) 845-0674 LOT # 255 ofoo~out~ , ~ SUBDIV: Claybourne p T D Speciallnslructions:RfGHT HAND TRAY MBR, 3 CAR GAR, BRICK FRONT MODEL: Kensington C Job Notes, HANG SHEATHING I" BELOW BOTTOM CHOROS OF ALL GABLES HANG SHEATHING 6" BELOW BOTTOM CHORDS OF ALL VA.LLEY GABLES ROOF TRUSSES I PROFILE QTY PITCH TYPE BASE OIA LUMBER OVERHANG NOTES PLY TOP I BOT 10 SPAN SPAN TOP BOT LEFT IlK'''T ~ A I '""II:~: "oveI'tllWl1n .81. smp U1 31.."OSB., shown on drawlltg. 11 6.00 0.0 COMMON 40-00-00 40.00.00. 2X. 2X' 00.11..(14 00-11-04 ~I 6001 ooJ B 40-(1)..00 !2X4 2X4!OO-1l-04100-11-04 B NOTES: Cover W/112" RyW\d logo Ad.ts R-board. Hold std'g 1~ below bottom 1 GABLE 40-00-00 d>D<d. .~ 21 G I 'I I 6.00 0.00 COMMON I 36-00.00 1 38-00-00 2 X 4 2 X 4 00.11-04 00-11-04 ~ 71 6001 0.00 GT 133-07-0:) j 33-07..05 ~2 X4 2 X4 01).11-04100-11-04 SPECIAL ~ 11 H H NOTES: Cover W/1Q~ Ryland logo Arbs R.bow. Hold sht'g ,. below bottom 600 0.00 GABLE 36-0D-OO 36-00-00 2X, 2X. 00-11-04 00-11-04 "u"" ~i WW , ::m-OO-OO i 20-00-00 12 X 4 2)( 4 ~OO-11-04 5 5.00 0.00 COMMON 00-11-04 ~I ,1 5001 G~ I 2X4JOO-11.Q4 XX MOTES: Cover W/ll2~ RyIlftd logo Adas R-bollli. Hofd sht'g ,. befow 00( 20-00-00 f 20-00-00 2 X 4 00-11-04 bol1omchord_ ~ I~ 5.001 (t:ri~~ !2.00.00 12x41~1 I YY NOTES: Customer to nd p/y$.. , I O.OC 17.-00-00 I ~ I I I .. J .9-00_00 , 2 x410o.11.04 i . 10.00, 0.00 COMMON 19-0:>-00/2 X 4 00-11-1).1I ~ I 10001 ooJ P6 18-07-0012 X4 I , COMMON lB-07-00 2X' 00-11-04 ~ ,\ 10001 I Q' 19-00-00 119.00.00 12 X 4 05 NOTES: Cover WI 112" Ryland JOgGAltl5 R.bow. Hold sht'g '" beluw 000 GABLE 2X4 00-11_04 00--11.04 bottom chord. RIO is 2' x:r A ,I , oj G~ , I I IX NOTES: Cove.-WIUT Ryland IogoAUil5 R-bo~rd. Hold IM'g ,. beIowboUom I 12.001 09-09-08 \ 09.09-08 12 X 4 2X4 00.11-04 00.11-004 chord. ..&.. bP~~ 12.001 a.oJ (GIR1E~)-1 09-09-08 l 09-09.0B 12x412x6100-11004 Y NOTES: Customer to nail pIys. 00-11-0.<\ Ai,. I 1 I 120J ooJ -...n J 21-01-00 j 21-01.00 J, X 42 X 41 VG1 NOTES: CoverW/1l2" Ryland logo Attas R-board. Hold shrS '" below GABLE bottom cttortl. RIO is 2' X:r AITN 30-6 bDSS; tJ t\J -re:-v s s J S l2za VI un gV Sc.-~ No ~> -# I 5 HOp - 1\J4:ILl1tJ ~ 4. #c:hJ I ~ ot:- 6nrLt,t:L gNL-~ ----;-;j ,+J~ <; ~-<< RYIANOIKENSNGTNICiRYKNLR 1 B un.. ..hJUn 11'1' IffIUUZ --;-J E ITro,,----~T'""T"'. ---~- ----TI----j"""'''''".''''''''''.' RYKNlR18 Y IG1ROCR 1 2 -S!l)ej(oUid.ngSuppIy.F~....IN461:)t __I --------~- --~.---- .-~2~~~~~~~rJttS,'l'1C. WDdMiry 1iog,if:1i2Oi:JB-Page 1 Scalo"l::lO L (IOC) lI~n Vd B-G >999 2<110 R-O "999 180 o niB nld I ! PtA YES I MT20 ____J_~I:l30lb lOADING (psI) TCU 20,0 TCDl 10,0 BCll 0,0 Rcel 6.0 LUMBER TOP CHORD ZX4SYPNo.l eOT CHORD 2 X 6 SYP No, 1 wEBS Z X 4 syp No.3 SUDER l&f12 X 6 SVP No, 12-0.0. Righl2)( 6 Syp No.1 2.0.0 --r- --==--.-,-- -I--~-~-~--- SPACfNG 2-0-0 CSI PlaleslncntOlS9 1.15 I IC 0.19 llSTlberlnCl'e83e 1.15 BC 0.60 ~CS~~~':!:~; J__.._~~lr~~'ro 1- - -~:~:~\ Horz(Tl) ;n 0.0<1 _0.08 0.01 GRIP 2...../190 BRAClNG TOP CHORD BOT CHORD Slrudural wood shealhing dlrec:t/y appliP.d or 6-0-0 DC putans Rigid ceilJl!) difectlyapplied or 10-0-0 DC ttracing. REAClIONS (1b/$lLe) B=J732JU.-J-8.0:::)732103-8 uaxHorzB:111(1oadc:ase4) Max UplinB=-11fl3(lO:Jd case 5). D:_1183(~ad case Gl fORCES {tbl_MIlXimumCOrnpressiolVMaximumTension I TOP CHORD A.B=0121, O"C....JOO9I978. C.O:-3009J9711, O.E=OI2I ROT CHORD B.H"_60711974. GH'.60711974, f-G=-60711974, 0.1'"=.607/1974 'lJEBS C_G"'-I200/<l015 NOTES (9-10) I} 2-plytNS$lobll' c;of'lm!Cted logeltterwithO.131-1'!3' Nails a~follows: Top chord~ cooneaecl as 101aws: 2 X 4 - , row al 0-9-0 OC Bonom thords c:omedeclas loIlows: 2 X 6- 2 rows al 0-7-0oc. Web. ""nnededasf'o~:2X 4-11t1W<l1 090oc. , 2) Allloads8n:1 considered equalyapplledtn all plies, exc.ep1lfnoled as front (~l Of b3dl. tBl (<Ice in 1M lOAD eASElS) se<:l.on Ply lQ ptycor"'ot<:tions hawc beel'l proWled 10 dIstribute only loads noled as (F) or (8). unless olhewJise Indlcatea )1 UnbaJafla!d roal Jive loads have been considered. lor thIs de~n 4) 1......Ul": ASCE 7-o2;~; 1\=241\; TCOl=5.0psI; Ul..:Ul=JGpsf; Category II; F..op C: cndoSCd: MWfRS gBble end torn.. la'liIcvcrlcll and righl exposed; lumber DOL:l.60 plate g~ OOl=1.60 5) This lIUSS has been designed for A 10_0 pst bollom charo ~1I(! load nonconcurrent willI cmy other livfllu.ub G) Pf1:IvIClemechanlcal conneQicll(by oUll:!fS) III IIUliS 10 bf;a,ll'1pplalc ('A~pableolwlltJstandino 1183 Jb uplift al",,18 and 118:) lb up~ll i1fjoil'll U. 7) .This truss Is deslgne<l" In acoortf8floewilhthll' 2003 tnltm1d~ooaI Ro$idcnlial Code sections R502,11.1I1tld RB02.10_2 and referenced stanlbf'd ANSVTpr 1. 0) GriSe, CilI'Ties lie-in span(s): 40 00 from 0-0-0 10 9-9.8 9) Iflhll' nellalil/& reactions shown Ol1lho "Mall Uplift" ~neoflhe"REAcnONS" sr.r.Iion otlhi~ drawlno Me for-lo:Kl cases 3, 4, 5.6,7. or81hl1n lh(!y are !he r~S11l1 of \WId joacI CfIses IIOd Itw 'P,ovIdu mectranicDJ connectIOn. .. 10.. ,wlrh:>tand X)()( Ib ufllKl . .- nolO in the "NOH,S. seclion of lhi:; draM-1Q nl8y be disregarded where II check of the bulld:ng code roof lie-down $ectton doc-S fIOI .esult iolfUt requiremltnl 01 roof lies 10) AI c:onlinuous Iaferal bf'ace~ n'lUSI be res1raiflcd 10 pteYenl131e,al movcmcnl of the brate If alllllated mtlfTlbl'l"S budtlc Ifl the $3,"" lI..ooinn, ~_ OeSl.1 Bulldmg Componenl S$1ty rnformalion and bu~GinS (\E'Signflf 'equi'cmenl~ LOAD CASE(Sl Slandard 1l Regular: Lumber Il'Iaease"l 15. PJ.I.lncre.ll~1.15 Unifonnloac:ls(pIlJ Van: B-O=-691(f'=.679I, A.e-.50, C-F."-r.tl 'n'~ III,)",,, 11'11 l{{JUU;1 .~7 Job---lt"''' A'1'KNlR18 yY ~ B~5qpplY. Frankl;' LN<613~ - IT"'''T'''----.--------~ r'y- rp, I Rr'.and\Kcnsi"JQlrl\C\i ~~~~.._. .~_._..___ 1 ~ 10bRclcrcnc.e(op!ll!!!...llIJ.~ 6.200li Jill 132005 MiTal!: Indusl<l8l, Joe. ____I Wed May 17 09:41:15 2006 Pa98 1 I -O-1'c1.1 O-t1-4 5-5-3, 5-5-3 to-O.O 4-B-14 12.3.8 2.3-8 14-6- 2- SQIc:112"':'- ~.IMT2Ctl o J " . ,oofi>" ,,,.m. ~~ ~~ ~/' ~ ~~ " I- . ^I ~ t " G b6 MT2:0 I) , ~d.tl.17lJ=: 3_IlM120:::: 5-11-7 6-11.7 12-3.6 5-4~1 ii~::~i~~[~2_.~1~~ik~_7~m ~ r--:[-::_~~=~~-- E~~)~t!~ -~~! ~~:J-' - ~t~~es BCDL 60 __ COd~~RC2003ITPI2002 __~_ ~~I~~_____..__L_~______.._ _______ _.__~~~147lb 113-o-tOl I 0-9-2 =[ GRIP 144'190 ~ LUMBER TOP CHORD 2 x.. SYP No,l BOTCHORn 2X6SVPNo.l WEDS 2 X" SYP No.3 BRACING 1010' CHORD BOT CHOMO SUudural wood shullWll7 diredly applicd Of 640 oc pulin.1. except and vtl1ic:ats. Ft9t' crimg directly ilpplie(l or 10-0-0 DC bracing \ \ REACTIONS (Ib/Size) B=22501O-J.tI,II-2.166/1)..3.11 M8x Harz B-=154(loilll case 5) M!lx UpliftB:--575~oad Glse 5). H~55J(1oad case 51 FORCES (Ib)- Maximum Co~sionfMa"m.mTension TOP CHORD A-B:0f21, B-C-=-29111710, C-D~-27B7fG96, D-E-.1J3f44. f-II..S3Or.lOS1. I-;_H-=_15Sf.(6 DOT CHORD D-G"-7J9f2706, F.G-=-l96l734 '/oIEDS c-G=-3J51165, 0-<;-_7610028, 0.1-'-=-16311444 \ , , NOTES 110.11) 1) 2_pJyllUU1obcCDnneCled logalhl!f IMlh 0.131"_3" NailS e1> IOI~ Top chorGs COl'II'IeC1ed as lell0W5: 2 X 4. 'row ;NO.9-0 oc BOftomd\crlls wflflected 8sfoWoWll: 2 X 6 - 2 .ows atO-9-0oc WebS conneaed 35 (clows: 2 X .. . 1 row III o.g.{J uG 21 AI loads aRt COflSidered equall'/ apPlied 10 al pies, elCcP.pf if nDled 35 from (FI (lI" badl(U) t!lce In lhe lOAD CASE(S} sechon. Ply 10 ply totlI'ltrCliotls MVO been plollilJed to dlS1ribuCe only loads noted 4$ (f) Of IB}. U11Il!M otheJwiK In'dicalcd. J) Unbalanced roof R'It' rflack II.WlI been lXlfl9dered for Itlis design. 4) \IVind: ASCE 7.02;9Omph; 0"13ft; TCDL=60psl. BCDl-36psf: Calegory II: Exp C: 811(:105ed: MVVfRS 9able liIndlOlle; canl~e,^,r len and ri"hl expoself: Lumbc.-OOL"" Gap/lite grip DOL-1,60. 5) This IIUSS ha$ been designed for a 10.0 p.sf DOlUlm c;horl:l he leall Mn=na.rrllRl wi:!> ony ol~ u",,1oads 6) Bearing 8Ijoifll{s) fi l:Onsldefsparallcl 10 grain value using ANSVfPI 1 aogS/! 10 grain tolTTllJla. Building designer should vtIlify C<lpadty ~ bearing sur1aoe. 7) Provide m&dlanical COMccUon (by otherJi) of flUllS 10 healing plal:e capable of withstanding 575 Ib upln al jI;Iilll Band 553 Jb upI,n al JOinI H. 8) TtllS lrun l&d"'91Wd In IICCOrdance'llllh 1t\Q '2003 InlC'mational Resldenll"" Code '<eC.,oos R502.11.1 ::nld R802.10,Z Indrelerenced :>tandal1'l ANSlflPI ,. 9) Girder carnes ,",-in span(s); 19-0-0 from O.O.{J Ie 12-0.0 10)11 /be negative rl!<tdJons shown on the ""a~ lJpli~ Iintt oltt,., .REACTJONS' SecllOll oj Ihis drawiflo are for load c::ISCS 3. 4, 5. 6, 7. or 8 thttn ll1ey Sl'fIlhl! r~$uh 01 wind IoaCI caws and the "PIO\IIde mord1",nir;a1 cnrn:rcliOfl _ .. tu' ...ilhs.ld'\d XXX Ih upHI , .~ note in lhe .'NOTES" s.ection 04' llns ~~ may be di51egarde1J wher8 a chcc.lt of lhe building co~ ronf Iie-dDwl"l ~ioo oJuols nol rnsull iolhc lequil'emfIfII of roolliw.. 111 All continuou:llaleral broccs must be restrained 10 prevenllalerDlmovemenl oflhc brlle./: if nJI blllCed membols buckle inlhf! same- dlredicn, See BCSJ.1 Uuild/ng Compollenl Safely JnlO"Mlion 300 bUlding *s.igner requirement,. -"- LOAD CASE(SI Stanclerd 1) Regi:ADf: lumber Increaso:o1.15, Plale In(;l"ease=I.1 S Unlrol'l1lloadslpll} Vert: B-F~313IF:-J01). A-O-.60, D-E".60