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HomeMy WebLinkAboutBeam Calcs /' . SEP-14-2000 THU 04:33 PM NOFFKE LUMBER FAX NO. 9202353061 p, 02 .I) ~"!l'f!.t.:I*". TJ.B~~.Y1"" v.1.4S Scr...1 Numl>er; 700001175Z BEAMUS^ " " 01141tJ(J 2'~G;111 PM P~I9" 1 [,' , BUIld (;,,,'rl' 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESiGN CONTROLSFORTKEAPPLlCATION AND LOADS t1STEO.. HEADER OVER OPENING A 1.75")( 11.875" 1.9E Microllam@LVL ,.c= r.ijk=--'~'21 II I 1.' &---- 5' 4"~ Product-OIagram 1$ Conceptual. LOADS: An~ly~i5 for Header Member Supporting FLOOR - RES. Application. Tributary Load Width: S' Loads(p$r): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LlVc_ DEA[l LOCATION APPLICATION Uniform(plf) Snow{1.15) 420 238 0 to 5' 4" Adds to Unifonn(plf) Floor(1.00) 80 24 0 to 5' 4" Adds to COMMENT ROOF lOAD WAlL lOAD SUPPORTS: lNPUT BEARING REACTIONS(lbs.) WIDTH LENGTH J.USTIFICATION L1VEI DEAD' TOTAl 1 2x4 Stud Wall 3.50" 4.112" left Face 2116/940/3058 2. 2xG Slud W~l 5.50" 4.377" Right Face 2255 J 1000/3255 _ See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3. . BearIng length requircmentexce.e<N.input.al.supportt$~1,.2,Supplemental hardware Is required to satisfy besring requiremenn.. DETAIL Ol"HER Detail A3 1.25" LSL Rim r)etail A3 1.25" I.SI. Rim pESIGN CO~.JROLS: MAXIMUM DESIGN CONTROl. CON'TROL She:1r(lb) 2861 1541 4541 Passed(34%) Mornent(ft'lb} 3457 3457 '10263 passed(34%} loive Defl(in) 0.036 0:121 Passed(V999+) Total Den (in) 0.051 0.242 F'assed(L'999.) . Deflection Criteria: STANOARD(Ll: U480, TL:U240). _ 6racing(Lu): All compressiof\ edges (top and bottom) must be braced at 2' a"o/c unless deta~ed otherwise positioning of tateral btacing is required"to'aemeve member-stability; lOCATION Lt. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MIDSpan tl.lnderSnow Roof loading MID Span 1 under Snow Roof loading Propel' attachmont aM ADDITIONAl NOTES: . IMPORTANT! The analysis presented ilioutpl.l.tfr<1m software developed by. Trus JQist Trus Joist warrants the sizjng of its products by thi~ $oftware will be accomplished in accordance with Trus Joist product design criteria and code accepted design valuos. The specific product applicatiol\, input design loads~3nd stated dimensions have \:leen provided by the software user. This output has not been reviewed by a Trus Joist Associate. . Not all products are r~adily available. Check with your supplier or Trus Joist technical representative for product availability. _ THIS ANALYSIS FOR TRUS JOIST PROOUCTSONlYI PROOtlCT stJ8STlTtlTtON-VOtOS THIS ANALYSIS. _ AUowoble Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. / " '" /" / V' PROJECT INFORMATION MIKE DAVIS CUSTOM HOMES HUNW.RS GLEN 2 STORY OPERATOR INFORMATION: NOFFKE--WMBER.tNC- RUSS HINTZE t60180WEN-ST-REH . RUSSlilN--TZE.... OSt-IKOSH, WISCONSIN 54901 (920.)2.35.c30BO (920) 2353061 CllpyrlOlll iO 2000 by Tru!. .I015t. ^ Wl'ycrhi>l:\l:.er-~Ioe&&.. TJ-P<Q.'" tI1\1lTJ.l1eam'" ilrEl trildumalk~Or Tr~s Joist. M'clolt.J'~ I~. a r~'o~\cll'd \ra(l'~llIarl( ot ,.~ Joi~l. SEP-14-2000 THU 04:33 PM NOFFKE LUMBER FAX NO, 9202353061 p, 03 t:l ~l~td"'" TJ,(lfr:llll ~ 45 SUli~1 Nvnlbc:r; 70(l(1Q11752 BEAM USA 111 1 9114/1~1 2'46:18 I'M Pogclufl M"trJh..,f rnfl-" ttul ~u~: HI~^m~A OVER 1'l'~N j tHj /I'r MJ\!l'l"ICR Ill1.DROCiM $upplementaJ Repon-for 1.75.. X 11~a75n 1..9EMicroUam@LVL U(;'l'~'t InC""....I.i<'n: MIKE n^VT5 CU$'l"C>M Hf.lM!:S Hlll-l'I'F,f\$ Cl,IW 2 ~'IW<Y Operator Information: j>J(I,rl<F; t.u..tllr.R we- RU~S f11 ""!Zl! 1601 lloW\:tl ;;'fRf_,,'l' , RUSS llItlTZE OSIIKOSlI, WISCON5IN 5.91)1- (920) 23';-3000 (.g~(H ~3~31)61 4"'-10.00~ ~nUW R~':Jf l.H~tfi.'HJ tn' ,)11 1'1){""J.)er3, ~ht"..r(l\il fl.".),', i on Cl):>) r.ll:'n>"l11 (n-I!.>) 1.\'1" Dc.n.llnl '1",\.1 I (ll.f!. (l J\) ~ ~ M,1~. vcrl, k.ll R..,.,.-t!OIl Total (l tlv.~( 1 g"'l'" '-(',1 1\,:.", I n,) \.cl\~th (\ n I Melli. UIIIHac.',; I.,'n'll!, (In} -26,;! :>z:r.;- 3~51 Q.016 0,0:;1 t=tlwr .u.~t.l~r\l~ on t\:~l l'i\.t;'It\\),:f:-;, Lttr - l.aU SI1,",1[( lbl ({".Id \(111 IUI) M(lm,~nt (ft-I h) Live {lllfl. (in) Tocol [I,.n. (",) !1l16 H"3 -l.U6_ 21.00 2230 0.011 0.0:03 11..\'ld 1 \liWf l.r.lr .. O. NJ m,.,.\rlll)) l':'I);,(:t: j ru\( ib~ M,)n''::IH (tt - 1 h) e7~ -019 910 1000 tOil.:'. COI'yri 'l"Y. III ;>O(lO by "j".\I~ "o.i~sl. II W"Y".LhJ",u~er Ilujinr,'j~. Mt~t()\1~fl\<1C i:; ~J n~lJ\:tll.~t..::-a t.l.'..:ldtNt\i'1J:k of 'rr\J~( Jol~L. 1'J-'t';f)'~ ;ultl 'fJ-Q.Z..11nT. ,u:-a tr.o.rl'.'tn,ltl(";( or T[U3 Joist:. SEP-14-2000 THU 04:33 PM NOFFKE LUMBER '. FAX NO, 9202353061 p, 04 t;)~l~t"~,,. THleam'" vG ~~ Serial Number: 70110011752 BEAMUSA 1111 tll1-110d 3.01l:48 PM p~\)1! 1 of , 8111ld Cull\:. 124 THIS PRODUCT MEETS OR EXCEED-S.THE SET DESIGN CON-1ROIoSFOR-THE-APPLICATION AND LOADS USTEB- Overall Dimension'" is' t...d" ,. . ':.:~~~:J.1-. (iJr--'-- .j~ e. BASEMENT SEA 3Pcsof1.7SU x9..fr' 1..9E.Microlla~LVL 1-..........-.....-. It---- [i} I a. 1'8!' 7'&',' 0- Product Diagram 15 Conceptual. LOADS: Analysis for Be~m Member Supporting flOOR c RES: Application; Tributary Load Width:tS' .. Load$(psf): 40 Uvo at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LNE- DEAD- lOCAllON APPLICATiON Poinl(lbs.) Floor(1.00) 2118 940 9' S" Adds to Point(lbs.) Floor(1,OO) 2255 1000 14'8" Adds to UOiform(plr) Snow(1.15) 420 238 Ot09'8" Adds to Uniform(plf) FJoor(1.00) 360 108 Q to 9' 8" Adds. to. CO~Nr POIN LOAD FROM SHOLDERS SrUDS ABOVE PNT.lOAD FROM HEAC>ER ABOVE '" ROOF LOAD FROM ABOVE SECo.N.O-FL.C1D.R DECK lOAD.., SVPPPB..~ INPUT BEARING REACTIONS(lbs.) WIDTH lENGlF~ JUSTWlCA-rroN L1VE/DEAD/lOTAl DETAIL OTHER ; 6~~:r~~ Cone/Block i.;~:: r:i~" ~:re;:~ ~~;~~ ];~~~~:~:::~; 1.25"lSL Rim 3 Pocket, ConcJBlock 3,50" 2,25" Right Face 5218/1748/6966 Detail A3 1.25" lSL Rim . See Trus Joist SPECIfiER'S I BUILDER'S GUIDE.S for detail(s): A3.B3. . Bnring length requirement exceeds input at support(s) 2. Supplemental hardware is required to faatisfy bearing requirements DESIGN tONm.9LS: MAXIMUM DESIGr-t CONTROL CONTROl Shc~r(Jb) 9598 7028 9476 Passed(74%) Moment(ft..lb) 13254 13254. 203.12-H Passe-Q{6S.o4-) L.ive DL!n.(in) 0.115 0.244 Passed(l/766) Total Defl.(in} 0, t43. 0.361 Passed(U6-1-4) - DeOection Crjteria~ STANOARD(LL: U360, TL:U240). - Bracing(Lu); All compression .odges..(topandb.ottorn).mustbe-btaced.at.Z 8" oLc..unIes&.de.IaiIe.d.. othl?rwiSG. Proper attachment and.... positioning of laleral bracing is required to achieve member stability, '. - The load conditions consideredicdhis..design-iAclude.A!teI-nate.membetloading... LOCATION It end Span 2 under floor loadiflg Rt..end Spant URderSnow-Roof loading MID Span 1 under Snow Roof ALTERNATE span loading MtD Span tumler Snow Roof ALTERNATE span loading ADDITIONAL NOTES: - IMPORTANT! The analysis presentea-is-otrtputfrorrrsoftwanntevetope-ctby-TrusJoist 1ru!> Jnistw3rrants the sizing of its products bV this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. Tho specifIC product application, input design loads, and stated dime.nsiOJlS.-have been-pmvided-by--tReHsoftwaro- user. This output has not been rcvlcw~d by a Trus Joist Associate, . Not aU products are readily available_ Check wit~YQlJO;lJpplierc:U:Trus.Joi$t.te.cbniealrepres.entative. fotproduct availabiflty. . THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBStiTUTION VOIDS THIS ~NAI. YSIS. . Allowable Stress Design methodology.was used for Code Uac tll'laryzing.the Trl.l$..J.o.iltResid.ential product fisted above. - Note; See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION MIKE DAVIS CUSTOM HOMES HUNTERS GLEN 2 STORY OPERAlAA.INfORMATI~ NOFFKE LUMBER INC RUSS HIN-lZE 1601 BOWEN STREET, RUSS HINTZE OSHKOSH, WISCONSIN .5,4901 (920) 235-3080 (920) 2353061 C"pyrlij/ll <I) 2000 by Trua Joi~l. A Weyerhaeuf.er BU6'MSS. I J.Pro'" and T J .9I!lIIl"\.... :Ire (,,,demark:; of T <us Joist. MlomJln,11<<91~ 8 'f:OIM..,.:Clll.ltl~,nM( MTIII~. JOi"t SEP-14-2000 THU 04:34 PM NOFFKE LUMBER f:1 ~llf!t:,;*~. TJ-BcunI v545 GIll;.., N\lnlller: 7000011752 lIr:AMlJM 1111 91;"100 3'08-48 PM P:ij)e , or , Ml~h\b~, tnr~J'''loitl()I\: ll,~.~:I-.M~N"l" 1:I1::M1I VNl'U~ MiI'~'n:1< l:l1:r>K(X"M MP-^ FAX NO, 9202353061 P. 05 SupplementatReport for-.. 3 Pes of 1.75" x 9.5'"1.9E Mierollam@ LVL rroi~n Intllrm,l;inn: 1;1 Kf: MVl$ c'V::-t!.lM 1r':lMF.~ HVNTF.K:;: til-FI~ 1. ~itl\ORV On~{atryr Inform~tlcn: N01"1"I<<O - ttlMnJm . tlolc T<Il!;$ I-llN'{'Zr, HIll DOl.ltN :;mttT . l\tJ!;!; IIlNTZ~ O;,H-I><O;;f!-; WTS\;IWMN-5HOl I no) 23S-3080 t ~20) Z)SiOGl -;.,--=r"f... 4.00" 1'- 4.00" M';>K, V..rtic.l! ("".leU ('n 't'ot'-ll (In) !.iv.;,( K'.'IJ'.tl r< '1 g....ll 1 n'J 1.('III]l h (I nl M,;\R. llul).ra(.;.l!o L~n9th 11n) Snow itooi 11l,'.)(.JirHl ~h'-", (llll fl.:"eti')II(llll Mtm'(~I'I.<J t.-ll,) ~iv~ UN1- On) Tur..<1 n(,rl. 11,11 on ~11 m~mbcr~. LOV w 1.15 5004 6150 -q, 1 q 9SQO HOl6 -1l2S~ BIH 0.075 0.101 ShOW Rr,cot Al,"E:11NAU; ~1"Hr(lbl f\,'.:.<:t I "n (I kJ) M"m~nr tit-1',) J.i\tt' Dt'f 1. t I u) T(\(_ ,ll lll' f l. n n I .l<P"" lo~.]il\g COli ocl,j . m~mUers. LOr: - 1.15 64?5 -91~7 3352 Ii "1'1 1 11"1$0- ~~4~ -969"J 0.115 0,10 ~lli1W I{""I' AI.1'rIIN..,'1'J', ShNr (ll'l k('.i~t i nit ( 1 u} WlnK'1\ t ({t-) PI T, \ 'c' 1"\," J . { '101 t'OI.at ()(.fl, (in) ';'ip..HI lrJ.ni\t\tj 0'1 {'.."':t\ . flWMtH.'C:S, l,Or '1: 1.15 991 ~3131 8910 12141 -e211 lOB1 953 -D. n~4 -(),028 no~r )01.11....1 on .nl1 rr>"r~N~.C. t-IW - 1.00 !:htLH (1ll) i-(,,".:wtlC11\(H): HUMIC-lit (tt-!li) L,tH ('(1fl.lj~1 'r~t.,' O>:dl.[lnl 4S05 47Dt -763-/ 85CI 16218 -11161 6129 0.016 0.. 0-7, - nullC 1Il/rF.l\NNI'l:: .!Jp.:.n loadino on odd .,h<;-:.r ()\)l I,r,;.("t lOll [Ib) Mnn"'~" (n-lh) I.Ive.> l",rl.llnl 'fll"") ,,,.r). t J 0) m.;.rr;!)@rs, LDF . 1.00 501~ -1065 ~160 g3;~ 1liZZS 11R(' -7'n~ O.0~3 0,111 F)"M A1.1'F.nlinTl: ~1."Jlo 10.)dt1l9 'm even ml"'.-Htll>) 1\(.>;\<:tl,," (l\,j ~I"n"."t (1",-11') 1.1 V'-c I)"tl. t I nl -rnl" 1 [),'f' l;" I m':':llltJC.'.r3, lOt<" . 1.00 \040 -31A~ 80a~ lt~" 11'2&8 940 -705C -o,on - [}.In~ r,<<.;ui In,ld, U\t:"" ... $M:.ttl.l;,l f<.-'"",( ifll\{lhl Mulll,..nt (! t-lI'l [I. 911 loll 1709 -2,,10 2G6~ 57,15 22~a -36;1> tU['IyrirJht tr'J leon by l'IU:I ,Ttd.::tt, ^ Wt~y{;d\.J.(.lI~~~t" lhJ"int~~~. MIe,',) Ila,.,(\> 13 a r(!gt.!lt~r(.-d tradc.m.uk of nos J01st, 7.J-1'I:I1'"" unrt 't.f-l:H",Hn"f1o .1re tr.:trh"'nnrk!; ~f Trll,": J'oi,~t. -6120 62"18 4064 O.O~1 0.064 -1022 to'H -2185 -O.O4'l -0,0'>-1- -6800 G%G" 1187 O.0~3 o ,UO -6227 6385 sin 0.055 li.,l."I.l.. -1215 tzn- -1791 ~O.OJS ~,liH--. -~n2 l'!~8fl-- 6n70 0.088 (t-.l04"- -P10 1HP, 12S3 SEP-14-2000 THU 04:34 PM NOFFKE LUMBER FAX NO, 9202353061 P. 06 4:l~~~tl_". r J fl.-,am'" v!.,4:i Serlill NlImbl}r; 7000011752 ElEAMUSA 1111 01111100 3-12 04 PM ~~gQ 1 of 1 6IJild Code: '2" THIS PRODUCT MEETS OR E)(CEEDST~SeT l>ESlGN-~.oNJAOLs.FDR-T::HE--APP.uCAT-ION-ANO-L0ADS--L-IS1-E&- Bf;A_ 3 Pes-of 1.75"x9.5"1..9E.MicrollamlBlLVL ",,.<I"'" ,,-,.,.--J' I ,/' V,.;'.f /" " J - --..,,,, .. "-1- ,,,..,,, 0\......_-.......- It .-... ....,...--jl .~ .~~.;.... - .., "01 ,...._ . : [1J: :1.2J " 1t'-..-.." --_..).. Product Diagram Is Conceptual. LOADS: An..lysis for a~am Member Supporting-FLOOR"- RES. Application. Tributary toad Width:.ty- loads(psl)~ 40 live at 100% duration, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH lEN-G1=H JUSTIFICATION. L1VE/DEAD/terAl:- 1 Pocket, Cone/Block 3.50" 2.25" left F<lCe 2660/934/3794 2 Pocket, Conc.lBlock 3.50:' 2.2!)c' ~FOlU 2860-1934-1-3-794. . See Trlls Joist SPE:CJFIER'S I BUILDER'S GUIDES for detail{s): A3. Pi-fAIL OTHER Detail A3 1.25" LSLRim Detail-A3- 1.25" LSLRim {:!ESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL Shear(lu) 3679 3047 9476 Passed(32%) Moment(ft-Ib) 9810 9810 17662 P~56%} t-jve Pcfl.(in) 0.230 0.358 Passed(L/S55) Tot::!1 Defl.(in) o...3.O!i. 0...533.- l?asse.d(-LL419-) . Deflection Criteria: STANDARD(Ll: U360. TL:U240). . Bracing(LLl}; All compr~ssiQnQdgG~'tQp..and.b.otto.m) must-be. Wace.d.at.Zll" oIo-uAles$ dt:t8iled othelWise. Proper attachment and positioning of lateral bracing is required to achieve member stability. LOCATION It. end Span 1 under Floor loading MID SpaA-1 undef f':loof loading. MID Span 1 under Floor loading M1D-Span.1 UAdSrFloot-loading ADDITIONAL NOTES: . IMPORT ANTI The analysis presented-is-outp\ltfrarrrsoftwannieveloped by l'rus Joist Trus Joist warrants the sizing of its product$ by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific pro duel 3pplic~tion, input design foads,an<1stated.dimensions.-havebeell--providecl-by..ttle- software-user. This output has not betm- reviewti:d by a Trus Joist Associate, - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. . THIS ANAL VSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANAL YSlS, - AlloW::Jble Stress Design methodology_ was used for Code UBC anal~ingJhe Trus Joist~esidel'ltial product listed abovo. - Note: See Tru5 Joist SPECIFIER'S' BUILOER'S GUIDES for multiple ply connection. PROJECT INFORMA1::1QN MIKE DAVIS CUSTOM HOMES HUNTERS GI.EN 2 STORY OPERATOR INFORMATION: NOFFKE LUMBER INC RUSSHWrZE- 1601 BOWEN STREE:T . RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235-30&0 {Q20)2353061 Copyrl(jrlllO 2000 by Tf\l~ Joi~l. A Wcycrhilcuaer Businesa T J.Pro'" anil TJ-tle3m.... ;irc \Ii1dolnarks of Tru9 Joll<t, MiClllll;,mllli j~ a r,'Oi!.lflfNI rr.lrJl:marl< Of TrWl JOi:;t SEP-14-2000 THU 04:34 PM NOFFKE LUMBER FAX NO. 9202353061 P. 07 t;)~il~""", T J.ac~nl "~.4(j &,,<)1 NIJIllllCr 7??oo11752 C1r AMUSA 11" 9(14/00 3.1204 F'M P1'0e 1 of 1 f''l~:U11.1(:.r In(nlllh~\.i..).j.': IWN>\ l1NCJ~:r\ 1111'1.;'1"1 r. ~UMl'OU'!" Supplemental Repartfor 3 Pes of 1.75" X 9.5" 1.9E Microllam@ LVL f'ruj"ct Inf'\! "'.ll". J C~; M1Kt.: fl^V15 ~-;tlS1'(lM tlt,Mt.:$ II\.lN!F.KS c;t,l t~ '- r!1'OllY ojl~r..tct InCQrm.n:-l-on,-. "o~,K!': LUMlltP. lilt; I1.USS tlIN'\' M. HOI 0011\\:11 5"l"Rtt;T, AU$$ HINTZE oi.'I-IK,'r.H, WiSCONSIN 54~01 (920) 2~S-3()~ ('201 2:\5300 ~6-"-''ii,o~ M.'~, VNCi(:.' I R,.,...-t to~ To..(.1 (Ikl Ltv.:l r4d.J\liU:'f\ IV'1f ilJll tlc-!j.f]tl"l(itl) M.HC:. UI~tJC')':""~ '.t~fU.lhnn) f"luOI' 10<ldl"'J ./11 .111 m~"l)"'n', l.tlF - 1. 00 ~'I1(',)r (HII 1-l,':.\~Uontll->) Mt,IlI.;nt I fl.-II., \.,\ v" I'd 1, II nl 'rot~l (l"C\.llnl JEl79 3791 -3C19 319( 9810 0.230 0.30-\i. D'~",; 1";1~, I.r!r - 0.90 sll"." (Lt.} ".;-art; ic,l\ (iLl! M,lll"'ll~ lft-lhl Q05 -905 9)~ 9,1 241~ Ci,\,yrJ"nt <>":l :'O()lJ by 1"ru~ J"....~, A W,:,yr;r.i..H'lIser DU.7int;'I;-~. Mit;"rnl t.'U1i\Al J:i '\ l'(~tJL"ft(:lt:d tra<!l'm..lrk or 'rrU:J \lor.:"\;. It'J-P'U/. ~nj1 'fJ-DI:'.olillit.. ~ rl~ t rdthmwrk:; of Tnl~J(.d3t, SEP-14-2000 THU 04:34 PM NOFFKE LUMBER FAX NO, 9202353061 P. 08 <<l~w~~r,~.. TJ.Baarn1" ,,:; Mi Sl'tial Number: 7000\l11'1:>2 BEAMU,s1ll 1111 t\J1~100 317:13 PM P~,gc 1 011 8UlKl Collo: 124 THIS ~ROPUCT MEETS OR EXCeEDS .THE SE'FOESIG-N COl'tTR-eLs-FOR tttEAPfItJeATION AND LOAD$ LISTED-- Overall Dimension'" 20' J.. ---.. ". "..~ l41-r-"'.'''' ~~ BEAM.'Q 2 Pes of 1.75" x 11~875"1.9E MicroUam LOADS: Analysis ror Beam Member Supporting fL.OOR - RES. Apprtcalion. Tributary Load Width; 12' lcads.(psf): 40 Live at 100% duration, 12 Dead, 0 Partition j ". .-.-..- [1]l'i' ""'."-'.12rr---'-""'" ......Ti) i11 f. I I ~ -"---4' 9"---1. 7' 3"---.... .., ". 4' 9"'-'~-3' 3"----J Product Diagram Is Conceptual. ~~rPQRTS; INPUT BEARING REACTtONS{Ibs:} WIDTI'i LENGTH JUSTIFICATION LIVE/ DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" left Faee- 11-4()1260 113%-- oiftaif A3- 1.25"LSLR-im.. 2 2x4 Stud Wall 3.50" 3.5" Centered 3:339/1046/4384 Detail B3 3 2)(4 st~ld Wall 3.50" 3.5" Centered 3:i44../.Hl1.7 /436. t Detail B.3. ., 2)(4 Stud W..11 3,50" 3,5" Centered 2353/57512928 Detail B3 5 2x4 Stud Wall 3.50" 2.25" R-ight-~3(:e a95/213/1107. DetailA'J.- 1:2-5"lSL Rim . See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail{s): A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CON'fROl CON'mOL tOCAiIOl't Shear(lb) 239~ 1674 7897 Passed(21%) Lt. en(j Span 2 under Floor ADJACENT span loading Moment(ft-Ib) 2585 2585 1-1843- Passedt14%) Rt.end SpantundeFFloor ADJAC!:N'r span loading Live Dl;fl(in) 0.019 0,242 PaGsed{U999+) MID Span 2 under Floor ALTERNATE span loading Total Dell.(ln) O,Oll. Q363.. Pcw.>ed(l199.9+) MIOSpan.2 UAder-fIoor-AL T!:RNATE span loading . Deflection Criteria: STANDARD(Ll: U360. TL:U240). _ - Brocing(lu): All comprf;l~~iQn QQgQ$.{toIland.b.ottom}.mustbe.b1ace.d.atZ 8" oIe.-1.lrl1e.ss-detailed--ctherwise. Proper attechment af1d-- positioning of lateral bracing is required to achieve member stability. . The load conditions consideted.inthis..design-incIude-.alterAateaA-d-adjacenl--memberskip-1oadiAg,- ADDITIONAL NOTIi~ -IMPORTANTJ The analysis presented-is cutput1romsoftWare developeaby nus Joist TrUsJOistwarranls the sizing of its products by this softwaro will be accomplished in accordance with Trus JoiSt product ~eslgn criteria and code accepted design values. The specific product application, input design 103ds,.. anct.stated-dimensiOtls--\lsyc been provided-by' the--software- user, This output has not been reviewed by 9 Trus Joist Associate. - Not all products are readily available, Check with your supplier or Trus Joist technical representative (orproduc'I availability. . THIS ANALYSIS FOR TRUS JOIST PRODUCrS ONL Yl PRODUCT SUBSTITUTION VOIDS THIS ANAlYSIS. . - Allowable Stress Design methodology was used for Code uec analyzingthe Trus Joist Residential product listed above, - Note: See '^nls JoIst SPECifiER'S' I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION MIKE DAVIS CUSTOM HOM~S HUNTERS GLEN 2 STORY OPERATOR INF9RMATION: '. NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET. RUSS HINTZE OSHKOS~, WISCONSIN 54901 (920) 235-3080 (920) 2353061 COllYllall! 0 20110 Ily TIlt. J();~!, A Wcycrhaeu~er Bu&ineg5_ TJ-,PrO....llfld T J.Scam'" ;)fe Iradefllarkf. of Tr~~ Jol$l. MiClollam<l!l ;6 !l rC(Jk,lcrC<llfa~;>ln;\fK or nUl> J~_ SEP-14-2000 THU 04:35 PM NOFFKE LUMBER FAX NO. 9202353061 p, 09 t:1~il~t","... TJ.-Bc~I!\ \I~i_4(i ~~,'riRI Nu,nber: 7000011152 nl"AI-4USA 11 11 O!1~fOO 3: 11: 13 PM PaG" 1 at 1 Mc~~cr Jni~rm~t inn: IlF,II.'-1 IN SI>f,'\IND t'V)'.ll~ l\!;,'(;K (llltk "M'H (:l.(,';6.'r , HAI,I.W;>'Y Supplemental Report for 2 Pes of 1.75" x 11.875" 1.9E MicrollamlB> LVL Prlllcct l"Lorn~tlon: Ml Ki: '>AVl., f'(I,)TfJM HOlms lI\1N1'r.R~ Gt.r::N ~ 5'rrw.y ope-ratar !niormat.l.-cI:t, Nl)ffl\e LI)l\\(\!::R IlliG . RUS~ IIlNTZr:: 1601 How~N StK~~t , kOSS HINt2~ O~~KO~~. WISCONSIN ~1901 I nOI a5--JO~0 (9201 2353061 ;,-.....- 4 i'_ 's. oc"'i ".-";' "1_ J.OOI1 ~'- ~,oow 3'. 1.00" M~)t. V.1thc..l J.:,".I.:lion ro,:d {lll} Livo!lnf l\~r{\lj r('>~ 8-:",1 ri nlJ f.':TI'.)t.1, (in) M.'x, \1r,~r.1C,:'(1 "~"~tn I J n) 1399 IHO" 1. 50 {Wl 2n8 no:!' 1. ')1 IOI} 32 U i 1107 D95 1. SO IW) 3.2.... 1'1""': lo:>,"ll,'~ (,n ,)1\ m.:mb,'r.", 1.Dr ," ),00 .':1\,''> r ( 11.11 n.",.,cU"nIU') 10~1 M<.lll,\'nl, rn-I!" t"... lldl. 11nl l'cot., I 1>,'f1. ( i oj B1~ -1~58 2316 -22~2 lOBS -1153 1196 -,C,) 4273 115, 2.~0 1169 561 -24-43 1'111. -23~O 31-G -MP 4-5ll- 0.00" 0.014 -0.003 0.001 O.OO~ 0.018 -0.004 0.002 ~'l n..r 1\I.'t"I;NA'I'F: !;Ih~'t~r r 1I.\) ,\~ ',1\ '1.1 (,)11 { 1k~: MQh,,'n~ 11\-1 I\) \.1 v" l),H 1. ( It,l "['Q'"lll(,(1.I;") :~p.Hl hh'uHll!f on uad n'''h\b~.s, \,or - 1.00 1107 -1&-19' 13~~ i\96 1109 '!l~1 0.001 C.Da'; l>n- 115 -0.005 -0.002 -~~l- 1~0l ~05" -961 !'~1 ~2. -~6 ~u 0.006 (I.OOt; o -0.002 -0.002 rtnnr' 1\l.'[',:R'I/I'l"r. ;;IJa) II LCJilfling COl\ OV€'I\ m"'n\bcr~t LOt'" - 1.00 ~h~.)l' ill.., -130 -on 230& -Z,Ol an 62 9~ti -1001 kl';,l(:P.\ut\f\hl -10 1123 3122 971; 1101 M""".nt I n -I "1 0- -2"n'l":\ 20g-0- -2an' O. fi7 '/1l9 ld..,p n~l\r i. II u} -0.000 0,019 -O.OO~ O. ('03 Tilt,)! l'~,f 1. ! i nl -{).OO&- 0.0;;3 -U.oO. 0.00+ 1'100:>1' M'.]Al;;I.;N'!' lINn 1 <.,.,rh nil nVla :l'ui'porL I 2. 1.0. - 1. 00 k~""r libl 919 -B9~ H9S -2212 777 3~ ~14 -99r. I~Q~ctlol1 t Ibl 1030 43D4 Ball 93~ 1092 M"w,,,t (rt-)loI !j2) -2fi&5 BJO .191~ 0 19 1G5 l.l v'~ IlNl.(ll" -0.003 0.016 -0.005 0.003 1t.IL11 1)',O.IHI -\l,OO~ 0.1l?1 -O.OOG 0.004 l"I"", MlJIICI.:NT 1''''''\ r lllll il".\nlulllIJ)) M(1m("nt tfl-1I1) 1.1 V(, [l"r J , I J n) 'l'otill tt"fl. (itl) ~l-'.It\ 10.-,.;I1n'1 OVN ~',Ipp()n fi ), I.Or -!h;- o -0.005 -0,006 ~ ).00 -'I-a-~ 22H;--- ,Q99 -1')H 1926 0.01~ U.021 -23H l!1-H 43fil -~~~/l 142 ~6~ -0.003 -0,001 01016- Hll -36,0 3H -U6 -44 41 -0.001 -0.001 f'I~N AI1,W:I':N'1' :~l\\~.u f 11,,) n'"::lctlol1l1hl MlJlllr~l\t (Cl-lll) Llv,,, IJdl. (Inj T"l~l t1.:tJ.llnl :~rMn In,UfifH) O"'~H' ..1l[11'':'' t f 1, tor - 1. 00 ll04 -167.3 139~ 2209 H 02 -910 O,OOll 0.001 50ti 023 0,005 0,005 -1579 13~9 29ia -1l39 -610 Ij~ -O,OIlS -0.002 -541 1~40 1 ~~1 -80D 11(, 293 -0.001 0.001 Ii,,~,j 10:>.111, I,ur - 0.90 511Cilr (Ihl r.~.ln 1,)" (H': ~1t.I:hd' t. ( I' \~ -11,1) 106 .~1~ SG7 1016 H~ -S~ -SGl Ion +)3 -5-H .Sf, , -281:- ns -tfi1- 260 ~.,~ 21> 10:> -l". IH---, (:"pyt,allt <Il ?OOO ~,y T,'us JoIst, !\ W,~yeJ:ha,"us'!lt B(lsin~~3. t-1il';rol1.\m~ t,"j " t~.tJl..:l~'n:d L".\U~:flh\,1l; or l'~u." J'u\.::..:t. . .rJ....t.l.'()tll ~\nd '('.,I"Jtf",mO" i'rl' t,r.;I('1I'rn.,['fc..~ of 1'r.~."I' J<Ti,-~'r:-; SEP-14-2000 THU 04:35 PM NOFFKE LUMBER FAX NO.. 9202353061 P,IO €)~l~t"..". TJ.S'...ll"n. ~~ 4:> 5eni.l1 Numller: 7??oo11752 lll"AMUAA 1111 !lI1>\1QO 325.00 PM P~lJ~ 1 of 2 BlUkl Co(\\;: 124 THIS PRODUCT MEETS OR EXCEEOSTHE SET-DESJGN.CON-TROLS FOR.THEAPPLlCATlON AND LOADS LISTED. I . ., " Overall DImension s:: 48' 'fill. 1N'8EAMfNi:ZSEM~NT': . .....~~ . ~lrli3~~~:. I 3 Pes of 1.76" x9.2S"1.9EMlcrollam@-LVL . , ......_..,l ~'--"~~L--'-'-"" ......\ ..-....--. ..- .. "'''' ,.. .......,.~~-~"].- !fre===. - [~~~~~~-]![6] ~ 9' 6" ~ 9' 9"-------<\ Product Diaglam 15 Conceptual. J.... _ . _':...::~i.~- I't.. . . .....-.. 11/---.-......-.......'[2j a" ......-.- ~. ......-....9. 9'" ~----9. 6......... iifi . ".\\-....-......-9'6.. LO~~..i. Analysis for Beam Member Supporting FLOOR .. RES. Application. .r ributary t.oad-Width:2' &'-' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and; TYPE Ct..ASS LIVE eEAO lOCATION Uniform(plf) Floor(1.00) 480 144 0 to 36' Uniform(plf) Floor(1,OO) 560 168. 36'. to 48.' Poirrt(lbs.) Floor(1.00) 1140 2M 5.5" Point(lbs) Floor(1.00) 3339 104a- 4'~' Point(lbs.) Floor(1.00) 3344 1017 12' Point(lbs) FloOf(1.00) 2:15.3. 515.. t6.'. S'.' Poinl(lbs.) floor(1.00) 895 213 20' Uniform(plf) Floor(1.00) 460 1-44. 20'to-26-'~' APPLICATION Adds to Adds to Adds to Adds-to- - Adds to Adds. tel_ Adds to Adds to. COMMENT . FIRst FLOOR DECK lOAD FIRST FLOOR DECK LOAD PNT lOAD FROM BEAM ABOVE PNT LOAOFROMBEAM ABOVE PNT LOAD FROM BEAM ABOVE PNT LOADFRQMBEAMAB.OVE PNT LOAD FROM BEAM ABOVE SECdNOFLOaaDECK..LOAO. SUPPORTS..;, INPUT BEARING REACTIONS(lbs.) WIDTH L.ENG.TH JUSIIElCATlON. LlVELQEAQfTOr~L DE.TAIL OTHER 1 Pockel, Conc.lBlock 3.50" 2.25" left Face 5177/1366' S543 Detail A3 1.25" LSL Rim 2 Column 3.50" 4:111" Gl'mtel'e-d- f2731)'3116/~B3 3 Column 3.50" 3.969" Centered 12440 /3189 ~etai~ 83 4 Column 3.50" 3..5:' Centared_ 82.56/2.tQ5. 11036.1 . DetailB3 5 Column 3.50" 3.5" Centered 7621/2164 1 9004 Deta~ 63 6 Pocket. Conc.l81ock 3.50" 2.2~' Rigl'lt.Face. 3U1-0--/861--13811 De.tailA3. 1.25" I.SL Rim - See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3, 83. . Bearing length requirement exceeds.inp.ut.at SlJpport{&)'2.-3...Supp.le.mantalbardwafids..re.quiredto satisfy bearing requirement$. DESIGN CONTROLS: MAXIMUM DESIGN CON-TROt CONTROL lOCAfION-- Shoar(!b) 8883 8171 9227 Passsd(B9%) Lt. ~nd Span 2 under Floor ADJACENT span loading Moment(ft-lb) 16336 16336 1-6806. Passed{97%). Rt,end-Span-1 Ul'ldetFloorADJACENT span loading Live DefJ.(in) 0.~8~ 0.319 Passed(U407) MID Span 1 under Floor AlTERNATE span loading Total Den.(in) 0.143_ 0..41 a E'ass.ed(.U336) MIOSpanJ under Floor AlTERNATE span loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). . - Dracil"lg(Lu}: All cOl1lpressioo.edges (top. Md-b.o.tto.m}-m.ust..M. bl:acecLat_1'olc.unIess.detailed.otherwise. Proper attachment ood positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include a1ternale and adj.acent member skip loading, PROJEC'rINFORMATION MIKE DAVIS CUSTOM HOMES HUNTERS Gl.EN 2 STORY OPERATOR INFORMA'rION: NOFFKe-l\JMaE-R-I~ RUSS HINTZE 160.1 BOWEN STREET ,RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920)235.3.080. (920) 2353061 Copyr;lJhl Cl2000 by Trll~ ,101M. ^ w.!yerhBelJ!ler Guelner.a. TJ.J'ro'" and T J.ae~m"" aro lrudc'nalk~ of Tru~ JOi;;t. M,r.I.)lI,;fI\@ Ill" ,nol..Wlld tr.ldnmark of TrllS JQi~l. SEP-14-2000 THU 04:35 PM NOFFKE LUMBER FAX NO. 9202353061 P. 11 lJ ~fi;w7IHJt . ~';''''''V'''''IIl..N.'' T J-[l~fl/II '" v5 4!i ~Ni1l1 Numbet: 7000011752 t)~MUSA ,"\ 0/14/00 :; 25 00 PM .'ag~ 2 or 2 Build Cutl/,. '~4 THIS PRODUCT MEETS OR Exeetos-uu= SET DESIGN CON-lROLS-FORlttE-APPL-tCATION AND LOADS LISTED , MAIN BEAM IN BASEMENT 3 Pes of 1.75'" x 9.25" 1.9E Microllam@ LVL ADDITIONAL NOTES: _ IMPORTANTl The analysis presented Is .output from software developed Py Trus .Joist. Trl.ls Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code acCepted design values. The specific product applic~tio", input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. . Not all products are readily avarlable_ Cheek with your supplier or TrU$ Joist technical repre$entative for prodUct availability. _ THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY!' PRODUCTSUeSltTlffION--VOIDSTHlSANALYSIS. _ Allowable Stress Design methodology was used For Code nee analyZing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFtER'SIBlJILOfR!S-GlJ-IOI!Sft)l'lmIltiple pI)'-~. PROJECT INFORMATION MIKE DAVIS CUSTOM HOMES HUNTERS GLE.N 2 STORY OPERATOR INFORMATION:_ NOFFKE. Lt.JMBER INC RUSS HINTZE 1601 BOWEN STREET I RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 23S"308tt (920) 2353061 Copyriahl 0 "'0110 by Trw J"t~l. ^ Weverh3cu~cr aU!llnef.&_ T J.p,,,"" and T J.8l-am""1IIe IfBl1emark& of TJ-U$ ,toIst-. . MICH~Iam4> is i) !<'OIt-h1red lrudclTl~rk or Tr\ls Joist. SEP-14-2000 THU 04:35 PM NOFFKE LUMBER -.J > -.J @ E .!! .. e (.) .e .... 5 :: c:a. W GI ~ a: ~ ... . GI I() E ~ QI 0) Q. Q. >< :t U1 in too: ~ '0 fit (.) n.. 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'll ,J vI w ., 1"- M 8. .-. P. :"1 lI! ., '" ;. 0 0\ t: -.1 '\j III 0 c:-. ..... ", Co .. 0 "- OJ. ~~ -'2.~ 1.1 .- tl .., .- 11. 1)....-., r.( ~ I _..J '" .-.. ".- JJ "'"" 141 Q .u C lIt 'H tJ ..-r, ~'~ 0 ....... 01 CJ -.,..(.,(J )oJ J-i ~ I':: .... o t'Q U 4l tD Ilt o <U '" C ~. '-! ~ a.~.~~.g. r" ~"j .-- Ji n.... . .... I 'U ." -.' .., IQ tl C '., 0(.0....... ~ _....{...J Ll P r: "11 '. () 4> ftl ~ 1'\'1 1: rI' ,.-: Q' () r,.l ......a:..>~ p, 13 ,~ III <U r. 'd "'''"' :J V.I I' fl'I"r.{ 111 0-., 1.1 '> fI \1,) 1',) l~ III ~'.1 :":f r., Q1 ~ ;.J l"1 fo. .. ,t: r, H 11-' 111 0 ~J ::~I () :~ ~; tll e fr(, F: .ll IV (rj . 'U f .I.J IU C) 111 ., '1 '1'1 JJ m o <, tj'g .1 iI.l '-I III ;.l (V I,.J L., II ~ t.... tl) 'j I ~ ];1 ~\ ~ ~ r Q.t o "I '-> tJj 1 .:J. ..., N lA!:-l .,..... . Co ~'l ~ .{.J r. t'I'I .~~;~ ~ -'-1 -1 0 ..... 0 ~I :"'1"10.. 0, 0 I 8 ~ ;.~ SEP-14-2000 THU 04:36 PM NOFFKE LUMBER FAX NO. 9202353061 P. 14 t::I~l~t,..~w. T J-Bc~1lI ", v5 ~5 Scli"l Number: 7000011752 orAMUSA 1Hl 9/14100 3M2~PM p.i\le 1 of 1 OIIlICl (;00(1: 124 THIS PRODUCT MEETS OR EXCEEDS-THE~TDE-SIGN COftTROl-S FORTHE-APPlICATlON AND LOADS LISTED- Overall Dimension;;:; 21' I. _;,... I1lL'-~:~2pr-' [3Tm" -. ,~.) I I I t ...-6' 11.75..-lI--...... 6'11.S"--..6 """'-7' .75"-... .-0 PremretDlagram Is--Concep1\llJl. , I 711 X 11.875" 2.0E Parallam@ PSl 1'" ... LOADS: Analysis for Be am Member Supporting -RoOOR -RES. Application.T tibutary t.oad Wldth:Z. Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and; TYPE CLASS LIVE DEAD lOCATION APPLICATION Uniform(plf) Floor(100) 160 48 0 to 20' Adds to Uniform(plf) Snow( 1.15) 560 238 0 to 20' AddS to COMMENT SECOND FLOOR DECK LOAD ROOf LOAD FROM ABOVE SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH-- . Jum:lF~A:rION- L1Ve/DEAD/TOTAL- Df!TAlL Q.TtlER 1 2'x6 Stud WolI 5.50" 4.25" Left Face 2GGS 1 996 I 3664 Detail A3 1.25" LSL Rim 2 2x4 Stud Wall 3.50" 3.5'~ CeRteted G.5Q4J.2.517laU21 Detail B3 3 2xo1 Stud Wall 3.50" 3.5" Centered 6510/2524/9034 Detail B 3 4 2)(6 Stud Wall 5.50" 4.2.5" Rigbt Face 2002 1734 12736 Detail A3 1.25" LSL Rim _ See Trus Joist SPECIFIER'S' BUILDER'S GUIDES for detail(s): A3, B3. DESIGN CONTROLS: MAXIMUM bESIGN CONTROL CONTROL Shear(lb) 4660 3370 18481 Passed(18%) Moment(rt-/b) 5658 5858 45776 Passed(13%) Live Ddl.(in) 0.019 0.224 Passed(U99g+) Total Ocf1.{in~ 0.025 0.336 Passed(U999+) - Deflection Criteria: STANDARD(LI.; 1./3&0, TL:U240), _ Or acing{Lu): All compression edges (top and bottom) must be braced at 2' S" 0/0 unless detailed otherw~sG. Proper attachment and positioning of lateral bracing is requir~dto achieve member stability. _ The load conditions considered in this design include alternate and adjacent member skip loading. LOCATION Lt. end Span 3 under Snow Roof ADJACENT span loading Rt. end Span 2 under Snow Roof ADJACENT span loading MI[TS"pan3un~r-Si'lOw-R"Oof AlTERNATE span loading MID Span 3 und~r Snow Roof AL TERNA TE span loading ADDITIONAL N~ -IMPORTANT! The analysis pre$ented is output from software developed by .rrus Joist. rrus JoiSt warrants the sizing of its pfoducts by this 5oftW<ll'C will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. Tho specific product application, input design loads,. ana stated dimensions have been provided by the software user. This output has not been reVIewed by aTrus Joist Associate. . Nol all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. _ THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONl Yr PROOIJCtst1a-STtTttitONVOIDS THtS ANALYSIS. _ A\low~ble S\rcss Design methodologywas.UJ>e4-fol: Code.UBCanalyzing.the.. Trus.J.oist Residential product listed above, ~OJECT INFORMATION MIKE DAVIS CUSTOM HOMES HUNTERS GLEN 2 STORY OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE taU1-BOWEN STREET ,.RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyrilll\l il) 2ClOO by T,us JOISt. A Wl:yNhaeueer B""inc,5. T J.pro'~ and TJ.Bt:ilrn'" "re lrademarka of.Trus J"i~t Par:;I1<1'I1~ is :1 ,C!li!:l.:rcd Ir"d~ITlllrl< 01 Tfl ,~. ,1,)151 SEP-14-2000 THU 04:36 PM NOFFKE LUMBER FAX NO, 9202353061 P. 15 .I)~Z~..m T J-Bl:illn ,,5_ q~ Serial Number: 7UOool1752 C\l"AMUSJ\ 1111 9/14100 3:"925 PM I'''~(J~ 1 of 2 M"flIIJ1o.'f\ lillolTn.lt ion: PI'N' oll)',R V':'Jl,lTY & DACK tll'l'RY C:ARF<\'!N,; HOtlR , nool" SupptementafReport for 7" X 11.875" 2.0EParaUam03>PSL PH.t"d Tn('lIm'l ion: ~ I Ki: {WI H~ ':l'.~'I'()~1 1l0Me~ 11l!,mm:; GH~N ? :~'I'(Jkt op"."to, fnfOEilIlltlolo: NOt't'KE LUMllER HIe IIU:;:; HTNTilC lGOl DON~II :;'l'Rr.r.r , RUSf. HINTZE Of,IlK().~H, wl.~COr<,;m~190t" (~201 235-30nO i 9-20-) 23-530H 6t.. 'J.-:'S~"u,,,-,, - 6t-l1.~O" E .~-"i1. 7S~ M_,". \I.-.ti,;., Ci'~J.CtlOIl TuL.III!)) Li">;(Ibl R'"'IIli r,"l 1..,~.llil"J Lt;,ngttl\ln> MJx. U(,')~:;c,'u l.l",,)thlll\l .1664 2G50 1. ~a 11>1, lI.:l5. 200'. 1. ~(\(W) 32 ~tH~"W [~oor l'.I.HJ 1 no S~lt:.IT. fl b) f(,'.,d 1"1111 bl v'(.w\W\l: { rI.-' II I lot,," (lei!. (1"1 Tu1.,.,l 0,..0. II n 1 .,,, ~ll llI('ml1~.l~. Ll1" - 1.15 29118 }36o. :\~2S a .01.\ C. (11 &-. -1~62 3947 n~(\'1 -5Hz \<;?-3 0..0.03 a.otlS -3956 1!.12 aS31 - 5212 -24a1 21~:' 3930 0.013 O.ot,.. ~lI\l" l"lOx I\I.l'&I\NI\Tf. tl'tQ..r! ltJ) Rfl'l(~i i ('~l'\ IlL", M~Il\(."lIt Itt-HI) Uv... !lIOn. (illl 'r'~Ci,J J),'[l.11n) ~l")!\ \0:'0\"1) (In odd ~ 1\\~,\\IJCrS, H11' .. 1.15 .\7,05. -426() 11(;1 :luo1 547,6 414~ -)C5? O. (11 ~ 0.024 47~5 ll.~019 n.(l~5 -1251 -C.Ol? -0.010 -) p7. 1181 ~150 -33U -16-9-3. 2':~6 ,~""w k"o( 1\1"-I'j,I\NA'I'!o: r;H~..1~ (1b) R.'.h:t i(l~t\l11 M')lIl':,Ot t1t-I!;) 1.1 Vo' Il",r 1. ( !Ill 'l'ot:d tJd 1. t l 01 8p.ln lo.uji,uJ nn cv.c.n.. I. m~m.b..U4 I~Qi".. 1....1.5 506 -1041 31,3 -395'. lG14 -126 6~~ S~OO ~5g5 512 -3~23 3351 -3519 ~C3 -O.llQ:/. 0-.015- ~..cO' -O.OO~ 0.016 -0.004 4{; ~;now !{n.,i ^lJ,)A(~ENf !.t~.lll 1 C",.u! t 'l1J OV,;'t,r a!\Q.)ll1u} fk.,ctlnn lib) Momr>Ol t rt-lI>) l."vI' no!l. II nl TN,'l 0';'11. (iu> SUpPO&t H '., LOr - 1.15 2~~~ -1$52 43G9 32'6 9021 3G95 -:'831 0; (Ill 0.017 530 2570 0,010 0.011 -3536 1$51 5n~1 .~t)~'3 -SH ~14 -0,0"05 -0.003 Snm" r,"ll)L AfJ,TN::E:N'1' .\ll,an In..,r\int'J ClVl?r !j.ht'.~l [ f t LJ) (<".wl ion (lll] M""'''M IH-1111 I,lv,' 0\"(1. hOJ Tot.,l nun. ( i III $1l"Q"L t t J, 1.tH" - 1. E' ~7u -t~,7 3531 5007 -29Z':;' 'Ie? ,,6.l -o.oa" 0.0.02 ~S~4- 0.009 0.011 -43'14 4~60 ~OJ4 ...s.a.5.a... -2:\14 2350 JIS-!Ul-- 0.011 0.017 '10\.1t' lC)\~\11fH:J ~'n ~,1) mt:'ml"l:ers, LDt=' . 1.00.. ~'h"Jl UIl) n.....,I \"" lib) /l,,""'n, (tt-ll" 1.1>1" nO'r!. (IU) '1'01:,,1 l\"t1. tin) 1515 PO, 19~~ 0.001 O.OO~ -2313 2001 4314 -211S2 20(>0. 0.004 0.010 e12 (1.001 0.002 -loon 2~21 1329 -2&77 -12,ij 1301 rl ()n, II.r.T~t\N.I"'I'r.: SI''''":.tt (lh) H"."..':t,\"nllhl MI:\"It!llt (ll-Ji,t Ll..." D...r ).1, II} T.. I. , 1 rI"'l,!ln! ~I'iln h)~d 1 \Ill (Jll n<1d i lI\"llIb>?L:l, LDt'" - L 00 \604 -2221 IN:;'- -1l1j 223( -n'n' 17?~ 3309 3101 136a '-231 -20~O -41 -.:lOB? 2212 l}.o-o-,; -(L 001 O. C 06 0.011 -0.002 0.0\1 copyr10hl. 1':J .'~OO\" llY '!'~'l,Ii' ,rl')i,~tt A ti,=y..ah,H'v~.('.'r_8u~in.a..s.3-... r.-...l'~d l;ul\1N j.; " rNli':\t<<:-j"';".i It'_l<h,l~n.~r~ nf ~rt\lt.i Je,lsl.. "t,'''l''t'f)'tit i'\n4'1 "(,}"O,;""..1n,'" ..J!~ tr.HI~'t1\.'rk.'; Qt lru$ Jui..!lt:. SEP-14-2000 THU 04:36 PM NOFFKE LUMBER l.1~Z~t,~... l'J Oeam v5 ~5 Sl'rl~l NUI1,lil.'r: 70000117:12 BEAM USA 1111 9/WOO 3;49:25 PM P~Q'J 20r2 t-1f.l,~h("r lf1rn~.lt'df.IQ^: MM~ Clvltlt U'!'IJ..l'!"V . \W~K f,1l1'RV C^Rr\V!NG n.oon , 11.001' FAX NO. 9202353061 P. 16 SupplementaJ-Report.foF 1" x 11.815" ,OEParallam@pSk P,oJocl InLormJtlon: MIKr: (lllVrS l:11.^>"(iM UOMI:$ 1Il.lN"l'gIV: Co1,.\:"t-/ ~~ ,L;'!'( )f.(V n""l M..rF.l~l^U, a(l~n }o~din~ on ..'vom .5h,~", r [HI) H(.'~ctl un 111:11 M<>III"ll' [fl.-II'1 l.lv~ 1)\)0. tin) '!'"L.'ll n"rLIlnl Operator Intormat1on: \.Jj)f'1"ln: 'l.lJMJ'lffl' fl'lC- 11.1)1;0 11I1l'rZE !tOl BOWroN S'l'RF.f:'I' . RUSS HTNTZr. OSIfKO~II, W1SCONSUI 51901 (970) 7.l5-3000 1920) 2353061 J m~mpcr~, LOr ~ 1,00 HS -1t-H- 2003 .200& lffil "'li.~ ~07 3412 3446 641 939 -2140 13~2 -2149 9~9 -0.002 O.OO~ -0.002 0,004 0.006 0.004 floor IIIJJIIC"P.N"l" ~r;)n ~o~c\ln7 over ':;I'<'<II'\lh) }l.".1I:t.1 "II i llli MOOlI.nt If';-lh) 1.1.1: ndl.l 'III -rOL') u"J"l.un) ~UPDort r 2, ~Dr r 1.00 118U -2310 212a HaO +H9 1922 -2832 0.003 O.OOry r'lor1r Al.>~J(\IT.N'lt :.{),lIl 1c.l.nHI\9 \:IV'I.":r ~all;~.H (11:'1 k...,.ct i Ill' f tbi MIAt\/':llt.llt-lb) 1.;vl.' lld'l-I''') Tu\;~l Od l. (j nl ~upport . 3, tDr - 1,00 on -!4-1~' 1"16 32~1 - t 960 \lH 1005 -0.001 0.001 OC~fJ lOd/,1, IrLlf I. O.I'H) ml/.I.ltlll,} R",~,~t I OIl t lb I M<tll,,:nt. In-Illl 8t!1- -t3~' tl(\'7 9g,; 2~1'1 1\62 -1~1n Cl>l'Y':;IJI", <Il 2000 I'l' TlU~ Jllbt, 11. w,"y(:,'JJ.lc'us"r Bu31nC!!ls. Mr;)j1,n.<.'l 1,. ,~ n'~i"t,,"r~l\ tt"d"mHI< <If. 'l'fU.' J"i~l". ~'J-....,," .)1,.1 TJ-lll?~n~" at<< t~ai:lCll\3rr.3 of Tru:l Jtn::n--; -18ao 1414 ,\295 -19')2 -6S6 I"~, 109'1 0.003 0-,001- 100~ -0.001 0.00\ -202' 2:H1 4HO -2853 -123-2 12i5 1094 0;003 0,001 1930 (;;00'1-- 0,009 -nil )JH -nll-- 2521 181 400 -1S60 \IG4 SEP-14-2000 THU 04:37 PM NOFFKE LUMBER FAX NO. 9202353061 p, 17 4::l~I~<l".. TJ aealT\'" v'J.45 Still..1 Number: 7r)1)1l01t75Z I3rAMl)..<;^ 1 f 1\ !1/14IOO 3 5t)5G PM "all" 1 0/2 l'ulhl Cu"',,: 124 , THIS PRODUCT MEETS OR EXCEEDS-THE SE1.De-slG-N CON-TROtS FOR THE APPLtc-ATfON AND LOADS LISTED" ."m~r!~l~;fI-5:'2"~,~it1~;,i~_ I 3 Pes 011.75" x 9.25" 1...9.EMicroJlam@LVL OVerall Dimension := 21' = --., =tt . "'- lfij. , .. .,7' .75"~-'., ,e Product Diagram Is Conceptual. .....,... .--r--_......,.. L__....,.._ [il!e- :--~2ijr" ... ..-.-G.11.75....,._.._-~ L.._._ . ...:l S'11.5" - {jr~ . l> lOAOS~ Analysis for 8&am Member Supporting FLOOR - RES, Application. Tributary Load Width: '2' loads(psf): 40 Live at 100% duration. 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCAtiON. APPL!CAllOti COMMEW-T. (1) Point(lbs.) Floor(1.00) 6504 2517 6' 11.75" Adds to POINT LOAD FROM 6EAM ABOVE (1) Point(lbs.) fIOOr(1.00) 6510 524 13'11.25" Adds to POINT LOAD FROM BEAM AB'OVE U1\if9rrn(plt) F1oor(1.00) 240 72 0 to 6' S" Adds to FIRST FLOOR DECK lOAD Uniform(plf) Floor(1.00} 252 86 6' 6" to 14' 3" Add" to FIRST FLOOR DECK LOAD Uniform(pff) Floor(100) 240 7L t4'3*t02. Aifasto FIRST FI,OORDECK LOAD (1) Analysis assumesloilds are passed through to support Sufficient strength full depth blocking, rim, or squash blocks aro required ilt dropped supports. The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point 10Qds ~re included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of duration and may not be the mostCRtT-ICAl;; case--wheJTd5ignin~e supporting member 5etow. SUPPORTS: INPUT BEARtNG. REACTlOOS"(l6s:i WIDTH LENGTH JUSTIFICATION LIVE! DEAD/TOTAL DETAIL 1 Pocket, Conc./Block 3.50" 2.25" left face- 1(}3H 31&--1-134-7 Detait-A3- ; ~~:~~~ ~:;g: ~:~:: g:~:~:~ ~;~~ ~ ~:~~ j~' g:::; 4 Pocket, Conr..I13lock 3.50" 2.25" Right Face 1046/314/1360 Detail A3 - See Trus Joist SPECIFIER'S raUlLOER'SGUJOES.f~detail(s}-;HA3;- B3.- OTHER 1.25" LSL Rim 1.25" LSL Rim DESIGN CONTROLS: MAXIMUM DEStGN" CONTROl: CONTROl. She3r(lb} 1633 1432 9227 Passed(16%) Mome"\(ft-Ib) 2378 2378- t6&OO- Passe-dfl-4%}-- Live Dl:;fl.(in) O.il23 0.230 Passed(U999"') Total Defl.(in) 0.028 0.345 Passed(1../999-t) . Deflection Criteria: STANOARD(LL: U360, TL:U240), - Bracing(L.u): An compression edaes (top and bottom) must be braced at2' 8" o/curnesade.taile.cLotherwise. positioning of tateral bracing is required to aehieve member stability. - The lo;:!d conditions conSidered in this design include alternate and adjacent member Skip loading, lOCATION Lt. end Span 3 under Floor ADJACENT span loading Rt.end-Span-2ttnder-FJaorAOJACENT span loading MID Span 3 under Floor AlTE:RNATE span loading MID .span 3. under Flaor AL-TERNATE span loading Proper attachment and. PROJECT INFORMATlON MIKE DAVIS CUSTOM HOMES HUNTERS GLEN 2 STORY OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HlNTZE 1601 BOWEN STREET ,RUSSHlNTZE.. OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 COPy,lllflt >D;>OOO IIv Tru. Joist, A WeYf;rr';lCU:ic, Bueineaa. TJ.PrulV and TJ.aeam'" IIrc lr<1dernsrkl! of Tr~$.J<lil;t Mictullalf\l~ is <l fCGlfolN(,11 b,l(!<-m..'k of 1rll8 Jnl><l. SEP-14-2000 THU 04:37 PM NOFFKE LUMBER FAX NO. 9202353061 p, 18 .I)~JW1~t."M"4 TJ.Be",y,'" va 4:j Sl~li.lt NUmlll.'r: 7000011752 lICM.1USA 1111 \)/14/OQ 3 5ll.56 PM P:ille 1 or 2 Glul<i CU,lll. 124 THIS PRODUCT MEETS OR EXCEEDS"fHE seTOESlGN-CON-TROlS--FORJ~APPlfCATION AND LOADS LISlED-. BEAM NEAR.8ACKENTRY BY GARAGE 3 Pcs of 1.75" X 9.2511 1.9E MicroJlam@ LVL ADDITIONAL NOTES: - IMPORTANT! The analysis present,d is output Wm- software .cle-veloped- b-y Trus-Joist. TI"U$-Joist waJ:rar$ the sizing of its products. bv. this software Will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product applicOltion, input design IQad~3/ld~ated.dimensi01'lshallebeenIUQ\li<1a.d by the. software u.ser. This output has.l'IOlbeen reviewed by a Trus Joist Associate. . Not ~f1 products ore readily available. Check-with-yow:suppIie!l)(. Trus--J.oisUocImicaI-repr~fQtprQduclavail3bility. -,HIS ANALYSIS FOR TRUS JOIST PRODUCTS ONlYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . Allowable Sll"c$s Design methodology w~lJ.S.e.d.for. C<1d.e..U9C analyzing. tha Trus. Joist Resid.ential produc.t.Iisted above. - Note; See Trlls JOist SPECIFIEOR'S I BUILDER.S GUIDES for multiple ply connection. PROJECT INFORMATION MIKE DAVIS CUSTOM HOMES HUNTERS GLEN 2 STORY OPERA-UlR lNFORMA.llON:- NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET I RUSS HINTZE OSHKOSH. WISCONSW549O.1 (920) 235-3060 (920) .2353.061 Callyllgt.l Q) 2000 by Tra~ Jui:.;t. A Way~"MIM'~r Du!~ille$~ T J pro'" lIM TJ.EleM\'" tire Irat1emsrKS Of TrU$ JOi:;1. MIf.frJUiln1llO IS a rli'OIr.tt!rr,d lfadE'll'\i:lrI< of Trus Joist .. SEP-14-2000 THU 04:37 PM NOFFKE LUMBER l1~Jl~,~~~ TJ.Bc:I'\\ vS ~'l S'-',i.d N\lmh(:r~ 7000011752 SEAMUSA 11\' !lIHIOO 3 !is:5G PM raQ~ \ ()r 1 Mt~lnl'or !niOl'nli\l:loI1; m'.hl-l IIE.AR ''''':'1( f.N1'I\Y lW GMl.l\r.r. FI'(I).;"t rr.l',/:In.1l1oll: ,.,11(f; MVl.~ nl.~'r'OM fl<:l/',f'l IILlNn:R.'l GUll '- ST('IW 11M\. v~nJ.c.d ",,';)ction TOtill ((hi 1,1v., (11:-0) I,NI\d~',., o~:,dn', l.~n<ltl\ljlll HoAX:. Uttbr!.I("l'u. 1.\;(\(J\.I~'{in} fhwr lu.uJJnl) on _,11 llH~l\thl:'c'::, LOtol I.. 1.00 1)n'.~( (HII I\,'..d inll I 11:-01 ML:.lflll:'llt ftt-HlJ l.iVl' Vt'fl. I In} Tot.,J n"t I. I J hI I,o'J our A1.1'f.F;I'JAtr. .':Ip.U'l It:.l.uJ i nu Utl urfl,1 ~:h";,r (Ibl j(1,.,,\ctionllb, MWIl\:!t!.1 (1.- )h) l.ivI.' INfl. 111'1 .(~t~J OcrL IJn) l"1oor l\1.-n:r..NA"fE ~'pJl\ lOJ(!lflg 011 ell"'\ :-7h~~,1 r (i tJ) R,..~,dOl\ II\:.I M"",l'''1. (ft -I hi Ltv,,' DNl.l1nl 1";"'1 11',fl. (j"1 r lutH' M"J.'J1\( I ~NT ~:p.HI SI"'''l" lib) "1~\)C t 1 (In (J t.~~ MW!H!"C fr~-II\) I.,iv". .l.ot 1. I' 01 'I'"t"I OQIL riM FAX NO.. 9202353061 p, 19 Suppfemental Reportfor- 3 Pcs.of.1.75"x9.25"1.9E.Mic.roltam@LVL OD~rator lntorm~tloll: NOffKE I-UMRF,R ! NC f\u:lS I1lrnZC 1I~0 t IlC,WI':I-I $'rr(~,:'!' ,t;V$S H 1.Nt~lt. 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Mlctullall'~ l-n a IC!/jlst!)""'l U.Hj"'l.lrl: ,,( "rev.'; Joi~t. ~~J-P, ci'''' ,lfUt "J... 'AI 'dIU". :\TC tt;.\fl'."fliilrlc.'J or T,n,.3 ..1uist. -e$i~ IHU IOt2? .ZUl -961 1681 Zfill -tnG -aG1~ 9199 -1166 -QH~ B~a7 -t120 -eeOl le3:; l06n -2318 3~ -tln l2.13 159'l O.OIS 0.(\'-' ~1 ze a l%O 1933 0.023 O.~O S90 -11~ r<rt- -lln -0.000 ~O.OO5-- ~"'-i -215 233 -9~6 -n.oo_, ~0.40-3. . -1136 1l0lr -162"1 0.014 O.Ot't- -955 . ~63 -296 1116. 191 -5GI -42~ .114_