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Home My WebLink About14070082 Truss Plans e TM . .._y.' i • . ENGINEER/NG LLC DrJ Engineering, LLC (FKA: DrJ Consulting, LLC) 6300 Enterprise Lane ae: B1aa16468 Madiston, Wisconsin, 53719 MiTek 20/20 7.4 FISCHER OBF-079 The truss drawing(s) referenced below have been prepared by DrJ Engineering, LLC (FKA DrJ Consulting, LLC) under my direct supervision based on die parameters provided by ProBuild (Mooresville). Pages or sheets covered by this seaLt8441199 thru 18441260 - ` My license renewal da[e for the state of Indiana is July 31, 2014. - ` Important Notice:The accuracy of each Truss Design Drawing(TDD)relies upon using accurate code approvetl raw material tlesign values provided by others for all engineering evaluations.All truss and component designs utilize manufaclurer published connector (i.e.,wss plates,hangers,screws,e�c.)design values antl American Lumber Sundards Commitlee(ALSC)appmved rules-writing � agency lumber design values(e.g.CLA,COFI,PLIB,RRA,SPIB,TP,WCLIB,WWPA,etc.).The lumherdesign values that are usetl correspontl with�he gredemark applied�to Ihe individual piece of lumber prior to cross orangle cutting.The lumber,as � i grademarketl by the lumber manufacNrer,and its associated design values are relied upon to be accura�e as(a)tabulated, i footnotetl and ceeified by.the applicable accretlAation body that complies with�OC PS 20,using a publishetl effective date, (b)then appmved and published hy the American Wood Council for use in NDS engineering equations for the design of structures using lumber,and(c)referenced in the latest ecition of AN51lTPI 1,'Section s.3 antl the mo0el builtling wtles.All this operating untler and certifed Oy the Board of Review of ALSC. ``1, \i}��SEFtt rpj''�,,;� � Q� s;��TY4�v�ST�;qF��"•��,�; ;� ?Ei10"s2220 { � 'fl �� STATEOF ;'4 � 1��.c�Fti�!�'DIA!'SP:•'`t,•,�,tr � �''�o `/Orin��ti��' rJ�///II11llil1lU\�1 July 3,2014 Ryan J. Dexter, P.E. The seal on this cover shect and/or on each of the attached TDDs indicates acceptance of professional cngineering responsibility for the singlc truss component depicted on each TDD, only. The design assumptions, loading conditions, suitability�and use of this component for any particular building is the responsibiliry of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC,the local building codc and ANSI/TPI l. The responsibilities_and duties of the triis� rieci�ner,truss design engineer and truss m�nufacturer shall be in accordance with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon in writing by the parties involved. The truss design engineer(also defined as a specialty engineer) is NOT the E3uilding Designer of the building. Job Truss TmssType Oty Ply FlSCHEROBF-0]9 IB<Ct199 B1a416468 CG03 pagmalHipGlNer 1 t Job Reference o tional PROBUILO, MOOftESVRLE.IN 46158 ]400zOct142013MiTeklntlus�nez Inc WeCJU10215'10:592014 Page1 ID'.hOVN8UnL341qTis31V�OJ6zrp0]-a6WLQspo96RprRE040SHs4tDgDIFZJhz34UVotz03ig -0-9-14 C-0.1 � 19.6 � 4-01 � Scale=122.0 15x4 II Q 3 I 1B8 �2 3� II B 1-4 � 2 �;II � ��n�� i I�J si I� I/� s ia s � � isxa II s 15x4 II J-11-2 d-0.1 ' 34041 0-0-�14 Plale OHsets{X V): (2:0-3-0,0-1-4] LOADING(ps� SPACING p_0-0 CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL � 25.0 Plates Increase 1.15 TC 071 Vert(LL) 0.04 6-7 >999 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.30 Vert(TL) OD3 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Ho2(TL) 0.00 n/a n/a BCDL 14� CodeiRC2006/TPI2002 (MaUix) , Weight141b FT=20% LUMBER BRACING TOP CiORD 2x4 SPF-S SWd TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except BOT CHORD 2x4 SPF-S SWtl end verticals. VJEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling directly appliedpr 10-0-0 oc bracing. REAC710N5 (Ib/size) 7=290/0.a-9 (min.0.7-8),6=141/Mechani�l Max Horz7=t44(LC 5) MaxLplift7=-92(LC 5),6=98(LC 5) FORCES Qb)-Max.Comp./Max.Ten-All forces 250(Ib)or less ezcept when shown. TOP CHORD 2-7=-269/63 NOTES (9-�Z) �)lMntl:ASCE 7-05;90mph;TCDL=6.Opsf;BW L=6.Ops(;h=25ft;Cat.II',Exp B;enclosed',MVJFRS(low-rise)gable end zone;�antilever lefl and right exposed;end vertical lefi antl right exposetl;Lumber DOL=t60 plate grip DOL=1.60 2j This truss has been designed for a 10.0 psf bottom chortl live load nonwncurrent with any other live loads. 3)Refer ta girtler(s)for imss to truss conneIXions. 4)Provide mechanical connection(6y others}of Vuss to bearing plate wpa6le of withstanding 92 16 uplik at joint 7 and 98 Ib uplift a�joint 6. ' S)This Vuss is designed in accordance with Ne 2006 lntemational Residential Code sectians R502.11.1 antl R802.102 and referenced standard ANSIRPI 1. 6)"Semi-rigid pilchbreaks wilh fixetl heels"Member end fxiry model was used in�he analysis and design of lhis tmss. 7)Harger(s)or other connection tlevice(sj shall be provided sufficient to support concentraletl load(s)7Ib tlown antl 29 Ib up ai 0-9-15 on top chorq and 28 Ib up at 0.945,antl B4 Ib up a� 2-0.7 on Dottom chord. The desigNSelection of such connection tlevice(s)is ihe responsibiliry ofothers. e)In the LOAD CASE(S)section,loatls applied to the(ace of the tmss arenoted as front(F)or back(B). 10� ABCSI�al stabiliry bracing for imss system,e.g.diagonal or X-bracing,is always requiretl. See , � �3i1,�J ri��. � ) 1��'d`' � 11)23.It is extremely impotlant to pmperly insta0 temporary lateral restrainl and diagonal bracing,in ;�� )�$�p�i � �/�i� �2j accordance with BCSI-B2 or using proprietary melhods(e.g.Slabilizer,elc.). `'*''�YZ� ��7'��.,;5-('��br ;�.rF.� Fa-;.F�'? LOAOCASE�S) Standard ' , - 1)Regular Lumber Increase=L15,Plate Increase=L15 — PE-��0�222�J � — UniFOrm Loatls(pl� ' _ p •, �� • _ vert:i-r--�a,z-a=-�o,s�=zo STA7E OF ; ¢� � Concentrated Loads(Ib) ;,9:: :� ,� Vert:8=29 F 9=t9 F 10=7 B r d '•,/v fy9�.?"�yr'/ ." . ( ) ( ) ( ) A •, (3{A;., fi � `.e � . ' 4 ``� - ,',,'��+in��r�N��\\• _ -- - - --`--__. . ' _ - �. : .July 3;2D14' !. WARNING Pleasatho g01y ewt�e'CUZ1ome�sACknwAedgemenlolProB'ItlSt tl tlTrmslorMenufanureEP Cd 'I .V 1yG '0 G eienendreadnoles iti T �� pe g Dr ' qantllM1 DJR I 51� t( .0314�E I .O MMT k tl pl l shallbeuzetlforN t tl B tl 'g� L Itl Ttis� s tl g C � g� d � ss ¢epu 1 p ORtyl IneE g Iln ' gl Wsa pon IE 'detlp ' .TM1 tl 6 pbo .IOaCngm dipns 't blrya tl lltiscomp n t�o any0 Nala � ., Oultl g Pe p s�lry tl� qx�e N Cwn f I�o tl g t I� 3 Id gCe g p HNSI?PI1 L le I 1 ' td gn � � d C I � Uc1�oN Ce I p ' b kl' g Iyna11ob1E 01b'I'tyE gAtldf Ite p ry � � UE' g Ib - gt � iblytl - g � c( 0 p tilry Il�e� 5' �II . AddY alpermanenl0 Id g �atiliybr BoItM1 verallst G e's�M1 spo stilry i�h Own tM1 Ow r iho tl g �o tM1 B�la qD g p IM1 IRC I�eIBC 4 ANSIRPII Fwgenttalg Ea erega�tlngaei9��sponv�lti ,I�r�atan,q Iry id amr g E I' ry d� I 1 alrenranl dE' B Ib 'g, IIN I mzt EI li� IRCOreIBC,ANSVTPIiNeBC5lsummryz�eels,anElorBC51(BU�CngCOmponenl5alerylnfomalon�avalablel SBCAalwwv�z0on0uzlryoman0amyreWteCbslal�aGOn'nloima4on ENGlNEER/NGiLC - supplieElniheloezilepaGa9e.T�etmsstlezignerorWSStlesignenginm'(alsotlelmeeasaxpx�lryengin<er�isNOTt�eBUilJingOesignerol��e�uilaing. Job Tiuss TmssType Qy Ply FlSCHEROBF-a�9 ieaaizao Bie4t6afiE CGOa qagonalMip GiNer 1 1 Job R f f 1' I) PROBUILO, MOORESVILLE,IN 46158 �430sOCiM2013MiTeklndusines,Inc. WeCJU10215'.N:002014 Pagei ID:hOVJ8UnL341qT1 s31V00J6zrp0]-214xdGp�w�ZBTbpKekz WPoQO�tlSUimx714DTyJz03ii 4-9-14 4Q7 � 19.4 • 4-01 � Scale=122 0 1.Sxa II a 3 ].6B �p 3x6 II 8 t< 2 I I I N 1 I�"I� &] �/�,� 9 10 I� 6�� 15xa II s tsxa II 341-2 G-��t ' 34041 oA-14 Plate Offsets(X Yj: f2:�-3-0,0-1-4] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tlefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 071 Ven(LL) 0.04 6-7 >999 240 MT20 169/123 TCDL 10A Wm6erincrease 1.15 BC 0.30 Vert(TL) 0.03 fi-7 >999 180 BCLL 0.0 Rep Siress Incr NO WB 0.03 �HOrz(TL) 0:00 n/a n/a , BCDL 10.0 Code IRC2006/rP12002 (Matrix) WeighC 741b FT=20% LUMBER BRACING TOP CHORO 2x4 SPFS Slud TOP CHORD Stmctural wood sheathing directly applied or 4-0-1 oc purlins, except BOT CHOft� 2x4 SPFS SWd end verticals. WEBS 2x3 SPF No2 80T CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 7=290/0-4-9 (min.0-1-8).6=�41/Mechanical � Max Hoa7=144(LC 5) Max Uplik7=92(LC 5),6=-98(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHOR� 2-7=269/63 NOTES (9.�y) 1)Nhntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.OpsF,h=25ft;Cat.II;6cp B;enclosed;MWFRS Qow-rise)gab�e end zone;cantilever left and nght exposetl',end vertiwl left and right expoud;Lumber DOL=1.60 plate grip DOL=1.60 2)This tmss has been designed for a 10.0 psf bottom chortl live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to iruss connections. - 4)Provide mechanical wnnection(by olhers)of Vuss to bearing pla�e capable of withstanding 92 Ib uplitt at joint 7 antl 98 1b upiik at joint � 6. 5)Thi=_tmss is tlesignetl in accordance with the 20061ntemational Residential Code sections R502.11.1 and R802.�02 and referenced - stardartl ANSI/TPI 1. 6)"Semi-rigid pitchbreaks with fxed heels"Member end fxiry model was usetl in the anaysis and design of this tmss. 7)Hanger(s)or other connection device(s)shall be pmvidetl sufficient to support concentrated load(s)7 Ib down and 29 16 up at 0-&�5 on top chotd,and 28Ib up at 0-9-15,and 841b up at 2-0-7 on bottom chortl. The desigNSeleclion of such connec�ion device(s)is the responsibiliry of others. e)In the LOAD CASE(5)sectioq loads applied to�he face of Ihe truss are noled as front(F)or back(B). � / 9)1. Addillonal stabillry bracing tor tmss system,eq.tliagonal or X-0racing,is always requlretl. See i�511�i,`:itq. , y'. 10) BC511. ��8 �,—�j�f . 11)23.It is exiremely important to pmpedy install temporary lateral reslraint and diagonal Gradng,in `�� 5� ,� ��, i�� 12) accortlance with BCSI-B2 or using proprietary methods(e.g.Sta6ilizer,etcJ. ` Qt� �G�g7e�ti -}'?,4 �Q�' :"rrc Fq;-pJ= LOADCASE�S) Standard _ _ iJRegulacWmberincrease=1.15,PIatelncrease=1.15 = ��-��224 � - Uniform Loatls(pl� _ = � _ Vert:1-2=-70.2-4=-70.57=-20 ` � « = a ' Concentrated Loads(Ib) ��=, STA7E OP j,2` ven:e=zs{e)s=i s(e)i o=�(F) lO,c��;�bpl ANT•��,y`�`: ��4 v"�'vi i`?.4�N4�°*~\ — 't/qlIf111H�:\!t�t� . - -- --- - - �--- .. .July 3,2014i•:_ �` WARNING PI e1� gMy ' 1� 'C b fsACkno+A tlg enldPmB ltlS�a C mTe�ms�orManulatturedP 0 tl t V fytl g �e 1 tl tl ot s tM1 T De�g � ' g tliM1 OJR f e5h t( 0114)bel re .OnryMT k c1 pl lessballbeusetlfort� V sstl 'g aavn gt �e ald. T� � tl �g Orawi g" d t a 0� � �0 �Iryl t� 4 ig ft� ' gl I a p ttl p ted� - .TM1 tl 'gnessumplons load g df '1 blry tl �Vi p �I nyp rl le buJd g 1� po E I'ry f N Owner N Ovm � No'etl ap 10�N B Id g De�g per ANSIRPI t Late al tt 1 a t tl 5 g a� n �nd tl al b J�oN � � r f n p -onC klrg ty notlwE lOn9s�bYry02d g.Addto all po ry svanVEaqonal�aanq�o"n � tilrytl g wc( ' Vre pansElyolihetruss'nziallea Atla Yonal pertnanent�u k ng sta�liry baonB ol Ne ovemll sWaure'z t�e respons 01 ry ol t�e Owne�'��e Ovma�s aut�anzed agenl or t�e Bu IJ ng�ei B�er per I�e IRC,Ine IBC anJ ANSI?PI L For general Buitlance rcgaNin04esi8n responsibililies,fabnw�ion,qualiy wnlml,smrage,tlelivery,ereclion,lateral resbaim ana tliagonal braang,consult ine laleat eaition ol t�e � �° iac,meiee,nNSUraitmeacsiwmman:neeis,a�mo�ecsi�e�aa��compo�emsareymm��auo�)a�ao�mer�omsecaa��......:ea�a�:�rv.��=ma�aa�yreia�eem,�anairo��m,maim� ENG/NEER/NGttc svppfied ln Ine iobsile package.The wss tlesi9�er w wss tlezi8�enginear(also aefinea as a zveualry engineer)Is NoT Ine BuilCing Designer ol ine buileing. JOb' TN53 TfU55Typ2 QIy Ply FlSCHEPOBFO]9 IHC41Y01 81441G468 CGOS OiagonalHip Gir]er 1 1 Job Refermce o tional PR09UIlD, MOORESVILLE,IN06158 ]430zOtl16201]MiTekln�us�neS,Inc. WeEJU10215]1:001014Page1 IDIhONA8UnL341qTis3N00J6zrp0]-214xdCp�w�ZBTbpKekzVVPd�Pitl71imE714D2yJz03if 4-9_]0 i 3J-3 � � 1-9-10 33-3 � 1.Sx4 �I Swle=t.i].3 4 3 6.66 12 B 3x4 II t-0 y5 2 � � � 1 5-] L,� �V �I � 9 10 6 I� 1.Sx4 I I 1.Sx4 I I 5 32-11 3-�j3 3-2-2 O-I�-B Plate Offsets(X Y): [2:0.2-0 0-1-4� 1OA01NG(ps� SPACING p_0-0 CSI DEFL in (bc) I/deFl L/d PLATES GRIP TCLL 25.0 Plateslncrease t,15 TC 0,69 Vetl(LL) 0.01 6-7 >999 240 MT20 169/123 TCDL ��A Lumberinvease L15 8C 0.14 Vert(TL) -0.01 6-7 >999 180 BCLL 0.0 Rep S�ress Incr NO WB 0.01 Horz(TL) D.00 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (MaVix), Weigh[ 11 Ib FT=20% LUMBER � BRACING TOP CHORD 2x4 SPF-S Swtl TOP CHORD Simctural wood sheathing directly applied or 333 w putlins, except BOT CHORD 2x4 SPF-S SWd entl verticals. WEBS 2x3 SPF No2 BO7 CHORD Rigid ceiling directly applied or�0-0-0 oc bracing. REAC710N5 (Ib/size) 7=26W0.5-3 (min.0-1-e),6=831Mechanical Max Horz7=171(LC 5) Max Uplik7=92(LC 5),6=-37(LC 5) FORCES (I�)-Max.ComplMax.Ten.-All forces 250 Qb)or less except when shown. NOTES (9-12) i)W nd:ASCE 7-05;90mph;TC�L=6.Opsf;BCDL=fi.Opst;h=25ft',Cat.II;Exp B;enclosed',MWFRS(low-rise)gable end zonel ranlilever left antl nght exposetl;entl vertical lefl antl right eaposetl;Lumber DOL=1.60 plate grip DO1=1.60 2)This Vuss has been designed for a 10.0 psf bottom chord live load nonwnwrrent with any other live loads. 3)Refer to girder(s)for tmss to imss connections. 4)Pro�ide mechanical connection(by athers)of tmss to bearing plate capa6le o(withstanding 921h uplik at joinV and 371b uplift atjoin� 6. 5)This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.7 antl R802.102 antl referenced stantlartlANSi/TPI t. 6)"Semi-rigitl pitchbreaks with fxed heels"Member end fziry model was used in the analysis and design of�his Imss. 7)Hanger(s)or other connectlon device(s)shall be provided suRicien�to suppotl conceniraled load(s)t�Ib down and 49 Ib up at 0.10-4 on top chord,antl 67 Ib up at 0.�0-a,and 6 Ib down at 2-0.7 on 6ottom chord. The desigNselection of such wnneclion tlevice(s)is the responsibiliry ol o�hers. 8)In the LOA�CASE(5)seclion,loatls applied to lhe(ace of the tmss are notetl as fmnt(F)or back(B), 9)1. AOdi�ional stability brecing for tmss system,e.g,diagonal oP X-brecing,is always required. See 10) BC511. ilt,�;:iti:Ytllrit; ` 11)23.It is extremety important to properly install temporary lateral restraint and tliagonal brecing,in ��?� �S�PFI ��i� 12) accordance wiN BCSI-82 or using pmprielary melhods(e.g.Stabilizer,etcJ. �. j �3�{ r,, LOAD CASE(S) Standard �-LV\r;�,��1S7��F{j:�Ti�`' i Recular Lumber Increase=1.15,Plate Inuease=1.15 � �:� •9 ; �UniformLoads(pl� — � P�-310��z� � = Vert:1-2=-70.2-3=40,&4=-20,5-7=-20 — Conceniratetl Loatls Qb) ` ° � � � = Vert:8=49(B)9=17(B)10=-2(F) � ��: �TATE O= ;��? ' �.c ':!�iDIANTd'atv : �% tf, ' � • .` S ��i�."`j'JA:A�-Giy ��`� ��tQ1tt it l I I Rt�+�" � -__---- - ---- - . --- - - July3,2014 � WARNING R a N gMy m- i�e Cusmmels hcknoMedgemm�o�PmB 14 SUMaM T tmn�or ManutadureJ Prod n I .V ty 0 9 W �ers anO reaG notes o �ti s T s Oesg Ua ' gatllh �JRM e5� 1( 0}�q)pf .OIyMTk c plfssM1all�euseElorN 1 E g E gt Ce al] TtisWSSOesig �ramng e l � aaept n Ire p �flyf Ih d Ig� ItM1 ' gl � ssm po tdap<�ed� ' ,TM1 d gnaszump(ons loetl B dl t hlry nE s It� p 11 enyp rG I B bultl g'�Ih p - bl'ry �N O et�he0 f IM1O' d g 1 rl�eB Id g� 'g rperAN51/TPI1 Laie I t � Itl �g � � ' E'd I b � hoN b r 1 peszonb kl go ly notfo b lJ g I OIIyEr ' g.AtltlLOnal�e po2ry estan✓tliagonalbratingto'n t b'I'ytl g I �Y ' IM1e sp stilryoliM1et ss'nslaller. AEE 1 onal permanent bu N"ng slati IiN bndng ol Ne ove211 simdure§t�e xspons�Ily of Ne Owner��e Ovme(z auNOnzed agenl or t�e Bu Itl ng Designeq per I�e IftC,I�e IBC anE NNSIRP�t Fa general guidanca regartling Oevgn responsi�llilies,faM�a�ioq QuaBry conVd,smragq Uelivery,eredion,laleral resVaint and tliaBOnal Maong,wnsull Ne lalest etlition ol i�e IRC,ihe19C,AN51?PI1,NeBC5lsummarysheets,antlla�BCSI(BUiltlinpCOmponeni5alerylnlo�malion�availablekomSBCFa�vmvi.s�anduziry.wmantlartyreU�edlnslalla4onlnlomaeon ENGINEER/NCe�c zuppliad in IOe jo0aite package.Tpe truss tlezigner or W zz tlazi0�enginem(also tlelinetl as a spxialry engineer)is NOi t�e 9uilUing Designer o�I�e Guiltling. JOO TN55 TNSSTypC �ly PIY FlSCHEROBF-0]9 18441101 814618C6Z G�O6 plegonalHip GirEer � � JbR ( ( pC p PR09UIL0, MOORESVILLE,IN 46158 ]430sOtlt4Z013MiTeklnamMes.Inc. WetlJU1031411:012014 Page1 ID:hOWIBUnL341qT1 s31V00J6zry07-%VtlJrVq2hlh%4kOXBRUIarzXU1 R6RCBG%kzcUmz03ie i d-8-0 I i_1L1 i z�-o i-ii-i 15x4 �I Scele=1:194 3 4 5.3] 4 3x6 II 2 I _ a � 6 1 2.� n � J �, u i 6 � t5,4 II s 3xfi II 140-11 1-t�j.i 140-8 0-0'E Plate Oftsets(X Y): �2:0-3-5 0-0-Oj LOADING(ps� SPACING 2-0-0 CSI DEFL in (bc) I/tletl L/d PLATES GRIP TCLL 25.0 Plateslncrease t15 TC 0.88 Vert(LL) 0.0� 6-7 >999 240 MT20 169l123 TCDL 10.0 Lumbeflncsease t15 3C 028 Vert(TL) OA� 6-7 >999 180 BCLL 0.0 Rep Stress Incr Ves 'vVB 0.�3 Horz(Tl.) 000 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weigh[1016 FT=20% LUMBER BRqCING ' TOP CHORD 2x4 SPF-5 Stud TOP CHORD Structural wood sheathing directly applietl or 1-1 L� oc purlins, excep� BOT CHORD 2x4 SPF-S Stud entl vertirals. WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applietl or 10.0-0 oc bracing. REACTIONS (Ib/size) 7=432/03-9 (min.0-1-8),6=-eSlMechanical Max Horz7=110(LC 6) Max UplifV=-60(LC 6),6=-85(LC 1) Max Grev7=432(LC 1),6=1a(LC 2) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=404/169 NOTES (7_ip) ' 1)N4nd:ASCE 7-05;90mph',TCDL=6.Opsf,BCDL=6.Opsf;h=25ft�,Cat If,Exp B;enclosed;MVJFRS(low-rise)gable entl mneand C-C Exte-ior(2)zone',canlilever leR and righ�exposed;end veRiral left and right exposed',GC for members and(arces 8 MWFRS for reactions shown;Lum6er DOL=1.fi0 plate grip OOL=t60 2)This Iruss has been designetl for a 10.0 psf botlom chord live load nonconcurrent with any other live loads. - � 3)Refer to girtler(s)for Vuss�o Wss conneclions. 4)Provitle mechanical conneIXion(by others)of truss to bearing plate capable ol withstantling 601b upliR at joint 7 and 851b uplik atjoint 6. 5)This tmss is designed in accordance with the 2006 Intemational Resitlential Code sections R502.1 L� and R802.102 and referenced standard ANSIlfPI 1. 6)"Semi-rigid pitchbreaks wilh Fued heels"Member entl fzity model was usetl in the analysis antl tlesign of this Iruss. 7)7. Additional stabiliry bracing for Iruss system,e.g.diagonal or%-bracing,is aAvays requiretl. See 8) BCSIL � 9)23.Il is extremery important lo properly install temporary laterel restraint antl tliagonal bracing,in y��i;i;iU!;iq�.r 10) accordancewilhBC51-82orusingproprietarymethods(e.g.Stabilirer,etcJ. \,\ti�a'�SF{�f) O••�/� LOADCASE�S) Standard ��4.�_�'G�57�'�{'4�"hA,�% ��??F� �A�;�9J� ; ?E.}1012220 ; — °' o . � J��=. STATEOF � ? � � � �v : ' °,c�Fv:!!'�o�ntir;•'e.a'`•�, ,l''',',pJ'j�t J)i1�i14't'�t\q,t,y\` - ' —_ - -_ -- — — - . . July 3,2014 � WARNING P Vi Bhly IM1e"CUZlomefsACknawleCBementolPmB 1tl5�antl aTerms(orManulanure4P a d i .V 'lyd g p elersanEreaJnotesonitisTmes 0 g U 'g Ot0 OJR f S� tt�re.031C)Eel .O IyIAT k ct pl � sh II' M1 iM1 W d g tlr'mn gl Oe aIE. TOSt tl 9 tl ' g d' i z a¢epta ce IR 0 biryl N d iB �� 9� w W Itl pd tlM1 - .Th tl Sg d pt n510dCng d( 5 t elly 0 IN p 11 Yp N Id bultl g' IM1 p bLly Ilb Oaner 0 Pnn t t�o xetlag 1 t� B Itl g�e'g p ANSUtPI t. L 1 I 1 -Itl g L � ot' 0 tlu I e aC0 N 0 � � aR(o wmpre ' b ckl g h Ilwb'Id g t EI'ryD g Atl�l It p ry � - Ud g Ib � qlo" t�Irytl "g Wd ' 1� p bTry I1� 1 ' 1 II . Adtll Ip anenib Itl y tCl'ry�m g iN II t G � th esp blry (iM1 O iM1 Ow r' IM1 d g 1 iM1 B-Id gD �g ,p P IRQI�eIBC tl AN51?PI1 Forgen algutlanceregaMn9tlesg p s�ll !ti' tion,q Iq 1 l 1 r B ,tl I' ry q I t ral es�anl dd g Ib 'ng Itlh I I st d't IIM1 iaemeiecnNSVraii,meecsi.,�m�n+nee�a�am�ecsi(e�ia��ecomao�emsa+e�rmm�maro��a�aianierm sacna�V«..,.se��e�:vy.f.�,a�ea�yreiaiea��:iauaro��m�maro� ENG/NEER/NGi[c zupplietl in IM1e jobsite parkage.The wu tlesiener«wss aevqn engineer�alw ae0nea as a specialry engineep is NoT tne Builaln0 oesigner o(IM1e ouileing. Jab TNSS TN9STyp¢ �ly Ply FlSGHEROBP-0]9 18441203 91<416C68 CGO] OlagonalHip Glrtler 1 1 Job Reference o tional PROBUII�, MOORESV�LLE,INi6t5B ]a30sOqt<1013MiTeklnEUS�nes.IncWeCJUIWI5'1192I0f4Page1 I�:hONABUnL341qT1s31V00J6zry07-?hBi2trg51pOiuzjl9? U2VpKRrPAfwP10i91Cz03ia � 4-940 0.]4�Q_ 2 1-9-10 � p-]42 O�b Scale=1'.10.0 3 1.Sxa II 2 66G �2 I I Y dl 13 Z5 I I d � , u 45 I I ,5,< n ° 0-8-2 ' 0]9 LOADING(ps� SPACING p_0-0�-. � CSI � DEFL in (loc) I/de8 Ud PLATES GRIP TCLL 25.0 Plates lncrease 1.15 iC 0.43 Vetl(LL) 0.00 4 >999 240 MT20 169/123 TCDL 10D Wmberincrease 1.15 BC OA2 Vert(T�) 0.00 4 >999 180 BCLL 0.0 Rep Slress Incr Yes WB 0 0� Horz(TL) -0.0� 3 �n/a n/a BCDL 10A Code IRC2006/TPI2002 (Mavix) WeighC4lb FT=20% LUMBER - � BRACING TOP CHORD 2x4 SPFS SWd � TOP CHORD StmcWral wood sheathing directly applied or 0-e-2 oc purlins, except 80T CHORD 2x4 SPF-S Stud endvertiwls. WEBS 2x3 SPF No2 80T CHORD Rigid ceiling diredly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 5=386/0.6-7 (min.0-1-8),3=-202/Mechanical Max Horz5=44(LC 6) Max Uplifl5=-138(LC 6),3=-202(LC 1) " Max Grav5=386(LC p,3=74(LC 6) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=3751181 NOTES (7_�p) � 1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25ft;;;at II;Ezp B;enclosed;MWFRS(lav-rise)gable end zone and GC Eaterior(2)zone;cantilever left and right exposed;end verlical left and right exposed;GC for members antl forces 8 MWFRS for reactions showq W mber DOL=1.60 plate gnp DOL=1.60 . 2)This�mss has been designed for a 10.0 psf bottom chortl live load nonconcurrent wi�h any other live loads. 3)Refer to girtleqs)for tmss to tmssconnections. --- - - 4)Pmvide mechanical connection(by olhers)of truss lo bearing plate capable of withs�anding 138 Ib uDlift a�joiN 5 and 202 Ib uplift at joint 3. 5)This truss is designed in accordance with the 20061nternational Residenlial Code sections R502.N.1 and R802.102 and referencetl standard AN51/TPI 1. 6)"Semi-rigid pitchbreaks wiN fixetl heels"Member end fxiry model was usetl in the analysis and design of this Imss. 7)1. Additional stabiliry bracing for tmss system,e.g.tliagonal or X-bracing,is ahvays requiretl. See 8) BCSIi. � 9)23.II is eztremely important to propedy install temporary lateral restraint antl tliagonal bracing,in 10) accortlance with BC51-82 or using pmprietary methotls(e.g.Stabilirer,etc.). ;tl��,ly�;�'��;��j��rr r ✓• LOADCASE�S) Standard - `�0�� )�5�pFf O;��i�� •��Q-�:�G15TG,?" -j'J��: �Q ;'°' Fo-::'�9=. ; F�aioczaxo ; ' o . = '^ 'fl �- STA7E OF ' ? ? '�O,c''i�;OIA�+ld'-�� .` '�i !`.., •.. . ...:f�, \�: - ''/��'r{rht�ii�i:�N't��`,ti --- -- - -_ --- - . . --- - July 3,2014 � 'NARNING PI e0 gM1ly "ewihe C t melsACkn I Og tofPr B 1E5� OaNTermsbrManuiaqureGP tl d '1om.V nrya� 'q p mel d E t iM1ST ss �Je g p � g 4tM1eDJR! SM1 1( .0310)b 1 .O IyNTek C 01 tess�allbeusedlor�M1S� d g E gt Ee IE. Tli t Cesgntla+n g� d i s a¢eptanceo! po Elyt N tl zi8 fN - gl Wisco pon d Fa�d� ' .T� d g pL ns load g tlf �Ia01ry tl SeofN p� I( yp h I o Itl�gs�� p elry flh Pme iM1eOVmefSaNOr¢edag 1 l� B IE g� g p HNSIRPIt Late I t tdesgat � d tl I L tltliN bes B �:.� at lo m 0 � b kl g ry no1b�C ltln9 ��ItyEa ng:AEEt II p ry esVanVd g Ih ' glo'n t �IryE g t d ' t�e p Oly It1re� 'ns�aller 4UE'1 Ip anenl�-Id g ltiliry��acngoft�eoverall 1 t -�N iaspo Olry ft� Owne,�� Ownl t�onzetlagentorl� B'Id g0 g p IM1 IRG,�� IBC d , ANSIRPI1. FOiqen alqb reBarE'nBdesgnrespon bll lbGation,q Ity t I, 1 g dl' ry, clonlalerelresVant tld g 10 g,mnsWtl�elatest dl II� iacmaiecnNSirtaiimescsi:�mmen:nee��a�eio�ecsi�e�ia�ycomao�emsareiymmmaron)a�aiaoieimmsecnaiN,.,..se��e�:in,�ma�aa�yreia�ea'�:�auar ��m,m�ro� ENG/NEEA/NGtm swa��ne ioe:ne�aee=.me wss aes�q�e�«u�s:ee:�a�e�e��ee�(ai�aer�ea a:a soe�iry e�s��ee��s rvonne e�uamy oe:�y�e�or me wam�g. Job Tniss Truss Type ply Pty FlSCHER OBF-0]9 �Baa120C 814416468 GE01 GABLE 1 1 Job Reference(oplional) PROBUILD, MOORESVILLE,INJ6150 ]63050tl1C2013MiTehln0u5ines.Inc. WetlJU10P15'11:022014Page1 ID:hOlM8UnL341qT1s31V00J6zrpW-?M1Bi2VgS1p0iuzjl9�U2VshRqkAeVP10i91Cz03itl �� 511 e � � t-0-0 ' s11-8 1.Ssa II Scale=t:14] 4 15x4 I� 3 O.W 4 a-5 1-4 3-8 2 q 1 �— 2.5 � _� 1. � �'� i K� � 4 6 5 2xa = �,�n II tsx4 II LOADING(ps� SPACING p-0-0 CSI DEFL in (bc) I/tlefi LJd PLATES GRIP TCLL 25.0 Plateslncrease 1.15 iC 021 Vert(LL) �.00 1 n/r 180 MT20 �69/123 TCDL 10.a Lumbef Increase 1.15 BC 0.13 Vert(TL) 0.01 7 n/f 120 BCLL 0.0 Rep Siress Incr Yes WB 0.09 Horz(TL) 0.00 5 n/a n/a BCOL 10.0 Code IRC2006/TPI2002 (Matrix) Weigh[ 181b FT=20% LUMBER BRACING � TOP CHORD 2x4 SPF No 2 TOP CHORO SVUCtural wood sheathing direcUy applied or 5-i t-e oc Dudins, except BOTCHORD 2x45PFNo2 endverticals. WEBS 2x4 SPF-S SWtl BOT CHORD Rigid ceiling tlirectly applietl or 10-0-0 oc 6recing. OTHEkS 2x45PF-SSWd REACTIONS (Ib/size) 5=-96/5-11-8 (min.0-YB),2=247/5-11-8 (min.0-i-8),6=442/5-17-8 (min.0-7-8) Maz Horz2=71(LC 5) Max Uplifi5=96(LC 1),2=�1(LC 4),6=-42(LC 6) Max Grav5=11(LC 4),2=247(LC 1),6=442(LC i) FORCES Qb)-Max.Comp/Max.Tert-All tarces 250(Ib)or less except when shown. . VJEBS 3-6=338/184 NOTES (9-�Z) i)Wnd:ASCE 7-05;90mph',TCDL=6.Opsf;BCDL=6.Opsf;h=25R;Cat.II;Fxp B;enclosetl;MWFRS(low-rise)gable end zone and GC Exterior(2)zone',cantilever left and right exposed;end vertical lett and right exposed',C-C for members and forces 8 MWFRS for reaaions showq Lumber DOL=1.60 plate grip OOL=1.fi0 2) Tmss tlesigned for wfntl loatls in the plane of the tmss only. For sWds exposed to wind(normal ro the face),see Standartlintlustry Gable End Details as applicable,or consull qualifed building tlesigner as per ANSI/TPI 1. 3)Gable requires mntinuous bo¢om chord bearing. 4)Gable sWds spaced at�-4-0 oc. 5)This tmss has been designed for a t0.0 psf botlom chord live loatl nonconcurrent with any other live loads. 6)Pmvitle mechanical connection(by others)of tmss to bearing plate capable of withstanding 9fi Ib uplift at joint 5,4� Ib uplifl at joint 2 and 42 Ib uplift at joint 6. 7)This truss is designed in accordance with Ihe 2006 Intemational Residenlial Cotle senions R5021�.1 and R8�2.102 antl referencetl standard ANSIRPI 1. / 8)"Semi-rigitl pitchbreaks with(xed heeis"Member end fziry model was used in the anatysis and design ot this tmss. �� 9)t Additional stabiliry bracing for tmss system,e.g.tliagonal o�X-bracing,is always required. See ,>>"�'`'�FpF � �/i ` 10) BC511. .�;� 5�.,..., , �� ''w 17)23.If is exlremely important to propedy install temporary lateral res�raint and diagonal bracing,in la �,�Tfi +. '�},F.^ 12) accortlance with BCS682 or using proprietary methods(e.g.Stabilizer,etcJ. `-��:4,��'^ �Fa-;�/� � Q, � � LOA�CASE�S) Standard = ;� r"�-110F2220 ; c = a • � "fl�= STATE OF ' 2' � 'i,��,e�f��•frdOIANT,•''�C•�'u�• ''��:'v�c��R'A l�N C t��`\� , 'lt/!AqlIII1S1!i�" --- . __.. ..._-- - — _- Ju!y 3,2014 !. WARNING ReaseN gM1ly evewl�e CuatomefsACknwAedgemenla�Pr 8 ItlS� M NTe�mslorManuianureJPO�n'! .V yd 'g p etenantlreatlnolezonlHsTrvss d� De g Oa �g OIne�JR Me ce5� �� .0314)o f .O tylAT k ea q 1 5 � Ilbe Mf t� 1 U g E gbbe Itl. TF t Gesg 4 Tg'n�faias � planceolre p n �4ry( 1� E g fN ' B�eW s po Itlepqetl� ' .T� E 'p pl � I a e EI -Ia01ya 4 IN 0 �� YVatlwlar � b'I� g 1� po G I ly ol t� W.n iM1 (TUn Is I�o ed g 1 Itr B'10 g O g p AN51/iPl 1 L 1 I t � t tle g 1 � 'd 0 I 0 tl tl�N memGers � cOmp ssonb hl g ly, tl �'Id g 1 01'tyC g.AOdl It p ry 1 'nl/d g Ib ' gt ' 1 b'Iryd ' g W ft d - �M1 p �Iry ft� Irvzz'nzlaller Atlaf nlpemanentU W"g t �I'yb g fP oe II t t th ap blry I�� Ow ��Ownl tM1 tl g t �h B Id g❑ g p IM1 IRQIM1 IBCanO TNSI?PI I Forgen IgutlanceregaN gtl 'q pon bll f biralon qualtywntol s�o g d I ry, ct ,I i 1 esVam Cd g Ib " g It�� I i le4lonoliM1e �'° iRCmeiecnNSiRail,meecsis�m an�n�i:,a�mo�ecsle�mmycomao�emsareymmmaro�la�aiameo-omsacnai�.:ou�a�s�n.�oma�aa�r«i=�ea��siauaro��,ro,meio� ENGINEERlNGuc suppliee in Ine joesile packaBe.Tha Imss Oev9�er w Imss tlesi9^engineer(alzo aeflned as a zpecialty engineer)is Noi tne Builainq oesigner ol ine euilaing. Job imss Tmssiype Qty Pty FlSCHEROeF�o�9 18441205 Blpqi6q68 GE02 GABLE 1 1 J b R f ( f ry PROBIIILO, MOORESVILLE,IN 46158 ].430sOC1144013MiTeklntlus�nes,Inc. WetlJU10215]1:032014 Page1 ID:hOVN8UnL341qT1s31VOCJ6zry07-T114F�sJ�LxFK2VVJsVJ��G23cqBLv4zZ_25jZez03ic �LQ4 sa-o io-e-a iiaq� -b 10-0� Sst-0 5-0-0 b-10-0 4x6 ° Scale=�1389 6 15x4 II fsxa 11 s � ��t:�oa� �� is.a li Q B 15X4 I� � 6-�8 � �.5x4 �� 3 1 T1$ I 9 I4:18 614 2 319 1 10 � � 1� ° mA A �� 12.20 ' �— . � � 20 19 18 P 16 15 14 13 12 3x8 II 15x4 II 1.Sx4 II 1,Sx4 II i5x4 II i 5x4 II 1.5x4 II 15x4 II 3x8 II 10.0-0 10-8-0 Pfafe Offssts(X Y�: PIZ:Edqe 0-2-87 LOADING(ps� SPACING � 2-0-0. C51 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25:0 Plateslncrease 1.15 TC 007 Vetl(LL) -0.00 �1 Nr 180 MT20 169/123 TCOL 10A Wmberincrease L�5 BC 0.04 Vert(TL) -0.00 11 nk �20 BCLL 0.0 Rep Stress Incr Ves WB 0.14� Horz(TL) 0.00 12 n/a n/a �BCDL 10A� CodeIRC2006(fP1200Y (Matrix) WeighC5filb FT=20% LUMeER i BRACING TOP CHORD 2x4 SPF No2 TOP CHORD StrucW�al wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No2 end veM1icals. WEBS 2x3 SPF No2 BOT CHORO Rigitl ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x45PFSStud � REACTIONS Alf beerings�6-&0. (Ib)- Max�HO220=144(LC5) Max Uplik All uplifl 1001b or less at joint(s)2q�2,�7,98,19, 15,14,t 3 Max Grav All reaclions 250 10 or less at joint(s)20,12,16, 17,18,19,15,14,�3 FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250�(I6)or less except when shown. N07E5 (7i-1q} t)Unbalanced roaf live loads have beem m�sidered fotthis tlesign. 2j W nd:ASCE 7-05',90mph;TC�L=6,Opsf,�BCDL=6.OpsF;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone and GC Exterior(2)zone;canlilever left and ri9ht exposed;end vertical'lefi and right exposed;GC for members antl forces&MWFRS for reactions shown;Wmber DOL=1.60 plate grip DOL=1.60— - - 3) Tmss tlesigned for wind loads in ihe plane of the Uuss only. For studs exposetl to wind(normal to the face),see Standard Industry Gable�End Details as applicable,or consalt qualifetl building desiqner as perANSI/TPI 1. 4)Gable requires continuous bottom chord$earing. 5)Tmss to be(ully sheathed from one face or securely braced agains�lateral movement(i.e.'diagonal web). . 6)�Gable sWds spaced at.i-4-0 oc. 7)This Imss has tieen tlesigned for a 10 0 psf bottom chord live load nonconcurrent with any olher live loatls. 8)Provide mechanical connection(by others)of tmss lo bearing plale capable of withstanding 100 Ib uplift at joint(s)20,12,t7,18,19, 15, 14,13. 9)This truss is designed in�accordance with the 20061nlemalional Resitlential Code sections R502.1 t1 antl R802.102 antl referenced ��;�;;5ri:�ripi � stan4ardANSI/TPIt. �1+` p /, ' 10)"Semi-rigid pitchbreaks with fxed heels"Member end.fixiry model was used in the analysis antl tlesi9nrof this truss. ��l J�� rf (7 �/�^ �`'' - . 4� `�"r �1) 1. Atlditional 5tabiliry bracing for Iruss system,e.g.�diagonal o�X-b�acing,is always required. See �, �,C�� .y'('.c'ry�.,��"j„� 12) BCSIL � „;� :GSC. (•4j;s�`.�'= t3)23.It is eriremety important to pmperly install lemporary lateral resiraint antl tliagonal bracing,in 14) acmrtlance with BCSI-B2 or using pmprietary methods(e.g.Stabilizer,etc.). � F`-��2'�� — LOA�CASE(5) Standartl , ' @� ' � ° ' "�, " STt17E OF ' R'....` , i e';v „�O'+�'./.'�'Al kN°"..•° �tt, ��; .l {^,'• - "' ' y r'`'rrjltllttt111�114.1 1��`�t*w �--- . --- _� July 3,2014 . !. WARNING PIC �M1 gMy ' �h C 51 rti ( F k I¢tlg m 1 tPOB ItlS�d tl tlT ! M Idq dP tl �'f .V fy0 g p � tl d 1 5 N T �� Oe g �� -g d�h �JRf w5M1 t( .�314)bl OIyMTk tl pll hllbe tlt .ih t tl g tl gt be IdTti f a 'g tl g- dcat c p� ott p ol'ryf the0esig ��h ��gl V ss mp �C p'��etl� ' .TM1 0 g 0� s I tl g tlf n , t blly tl liti � p �! yp rt I D b IC g' 1� re p �Iry�liF O e t� Own � ut�o tl gent i�teB Id g0 "g �p PNSIITPII L t I t ttl g i 5 M1 ' tl "d I � 0 M1 m o arefo�cnm0�essonbuckingonly,notforbuldngs�aE'I�yEracngAtlalonatemporsryresvaMd' gonalbracngm'n es�ablrytlurng nsVUCton�stM1eresponsElryoliM1elmss'retaller. Atltlitional permanent�uiltling stabiliy bracing of tM1e oveall stmcWre Is Ihe responsibiliry of�M1e Owneq tM1e Owne�s aNM1Oriietl agem or Oe�BUiltling�esigner,per�he IRC,0e IBC and ANSIRPII. For 9en I g�a nce rcqard g tl �g pon"�I't ,(b'wtion qual'ry conlmi s�o g ,tl I ry � ( I t I �Irainl tl d g I b �ng It ih I st d( f 1� '" iae,meiee,nNSirtaiL-inescsrs�mmarv�n�u�a�em�eesrce�remgeompo�e�rseieymro eo�ie�enemavomsaenar�.:m�a�:w.��e�aaeyre!��ea-�s��iro��ro�mar9� ENGINEER/NQtte supplietl in fie jobsile package.T�e tmss Cesigner or WSs Eesign engineeUalso tlefinetl as a specialry engineerJ Is NOT t�e Builtling�esigner of IM1e building. JOb Tmss. Tm55TyP¢ Q�y Ply FlSCHERO6F-0)9 ieaaizas B14916468 GE03 GABLE i. 1 M�]RP/E✓PIICP ln�f t�il.il) PftOBUILO, MOORESVILLE,IN a615B ].430sOq.14201JMiTeklntluslries,lnc'WetlJU1�315�.11'.p42014 Paqe1 ID:hOW18UnL341qT1 s3N00J6zry07-x4JSTZU_e35xC76tai SZTbAMETzeVsiDiBG55z03ib -[�'�0-0 4-9-0 �. 9§=Q_� 0-10-0 4-9-0 4-9-0 qay— Scale=t5]] y 15x4 I� O^^ � � 1q 3x4 = 15x4 °F t i5x4 O 12.00 �x4 A 11 2 3 9 10 5 15x I � 1.Sx II 1.Sx4 O 3- N�a � � o' �5 fi — - fi 5 3x8 II 3x8= 9bf1_� 9E-0 Plate Offsels(X V): f4:03-0 Edqe7 LOAOWG(ps� SPACING 2-0-0 C51 DER in (lac) I/defl� L/d PLATES GRIP TCLL 25�.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.19 5-6 >583 240 MT20 169/'123 TCDL �OA Wmberincrease 1.15 BC 021 Vert(TL) -0.47 5-6 >236 �80 BCLL 0.0 Rep Slress Incr Yes WB 029 Horz(TL) 0.12 14 n/a n/a BCDL 10A Code IRC2006(TPI2002 (Matrix) WeighC'651b FT=20% LUMBER BRACING ' TOP CHORD 2x4 SP No.i TOP CHORD Slructurel wootl sheathing direc�ly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP 2400F 2.OE end verticals. WEBS 2x3 SPF No2'ExcepY BOT CHOft� Rigid ceiling directly applied or�0-0-0 oc bracing. 4-5'.2x4 SPF No2,7-e'2x4 SPFS�Stud� OTHERS 2x4 SPF-5 SWtl REACTION$ Qb/sizeJ 6=487/0-3-8 (min.0-1-8),'14=385/0-2-8 (min.0-1-8) Max Horz6=289(LC 5) � Max Upliftl4=-i 15(LC,6) FORCES Qti)-Max.Camp./Max.Ten.-All forces 250 Qb)or less excep�when shown. TOP CHORD 23=368/68,5-13=-SOI289,4-13=-80I289,2-6=395I84 WEBS 3-5=-264l176 NOTES (10-13) � 1)W nd'.ASCE 7-05;90mph',�TCDL=6.Opsf;BCOL=6.Opst;h=25ft-,CaL II;Exp B;enclosed',MWFRS(low-rise)gable end zone antl GC Exteror(2)zone;canlilever left antl right exposed;end vertical feR and right exposzd;GC/a members and forces&MWFRS tor - reactions shown;lumher DOL=�.60 plale grip DOL=1.60 2) Truss tlesigned(or wind loads.in the plane of the tmss only. Far studs exposed to wind(narmal to the face),see Standartl Industry Gable End Details as applirable,or consult qualifed building designer as per ANSIITPI 1. . 3)Gable stutls spaced at 1-4-0 oc. 4)This Iruss has been�designed for a�0.0 psf boHOm chord live loatl nomm�current with any other live�laads. 5)Bearing atjoint(s)14 considers.parellel to grain value using ANSIiTPI 1 angle to grain�formula. Builtling tlesigner should veri'ry capaciry - ofheanng surface. -g 6)Provitle mechaniral connection @y others)of tmss to bearing plate at joinl(s)14. � �)Prov�tle mechanical connectlon(hy others)of lmss lo bearing plate capable of wilhstanding 100 Ib upllft at]oint(s)except QY-Ib)14=115. .�.��7�r39 Ri�t�� 8)This�mss is designed in accordance wilh the 20061ntemational Residential Code sections R50211.1 and R802.102 and referencetl « f ti' (�l�u�.��'� � stanoertlAN9liPl t. o?� � �'% 9)"Semi-rigid pitchbreaks wilh fixed heels"Member end fixily mode'.was used in the analysis and design of Ihis tr�ss. ti�'��a•��3?�ry-'�-{j�,rr s 10)1, Additional slabiliry bracing for tmss system,e:g.diagonal orX-bracing,is always required. See w �+ :°q,� C y'n Y% it) BC511. . " �� •` '�" �2 23.It is extremel im ortant ro ro etl install tem ore laterel reslraint and dia onal brecin in P`- '��?`��"� � ) Y P P P Y P 0' 9 9� - 13) accordancewith BCSI-B2 or using�proprietary melhods{e.g.Stabilirer,etc.). - - e o - LOADCASE�S) Standard ��1��. ��`�� 'cJty�:.D#Ah+T'.^''``iy,�: ll��ija��JiVA4s��i,t*~~ rllitt)H!lti;.it;, --- .-- . ---- � .._- - July 3,2014 . f. WARNING PI e t� ghy � 'ewt� C to f A k I tlg t f F oB 14 5� d tl T ms lor Manulaclumd P a C 'I .V !y tl 'g p t tl e tl t s �ti T �� O g � �g diM1 �tJR( ceSM1 t( .0314�bf OIyMTk d plt sFallbeuseEbrN t tl �g tl gt b IdTh t tl 'g e g� d t pl frespon tiltyf t� tle Ig l�h ' gl C p nitl ptletl� - .TF tl �9�assumpfons loatl g tlt � t blty d t�fi p if yp�rt I � �� o Itl g- �M1e e p Llty flM1 Owner tM1 O aWho tl ge t ct�eB Id gD �g p rAN51?PI1 Late I i itl 'g� 1 M1 'nG'tl I b d � tl � a f mpessonb kl gonlynol(orbuldngstatillybabg.AEd'lonalte p ryresVanVdagonalOradngta'nuresabltytlunn9co t cfn'slM1e pons�lryolt�etmss-nstaller. A1dt Ip m nentE�ldngstaeilitypraangot��eoverall t ct - �heresp tillyoitM1eOwner,tM1eOwner auNOrzetlagenibriM1 9 Id gDesigner,p rt�elRQtM1eIBCantl qV51/rPIlFoageneralgudanreregard gtl g resPo�ib'll fbnration,qualTywntml,slorg 41' ry,er�eclonlaleralresVant �tld g Ibracing,� � It�helalest O( noflM1e '" iac,me iac nNSUrvft ma ecsi s�m� �y n � ,a�aro ecsi�e 7mog compo�em sareiy mro r � �aneeie rrom secn ai w,..,.e� a vy. o noa r� i �ea��siau r � rarmem� ENG/NEER/NGccc supplietl In�M1e lobsite package.The�NSS tlesigner or lruss tlesign engineer(also tleBneC as a specialry engineei)Is NOT ibe Builtling oesigner of iM1e buiiding. Job Tmss TNSSTypE ��y Ply RSCHEROBF-W9 IB44120] B14416468 GEO< GABLE � � JbRf ( pC D PRDBUILD, MOORESVILLE,IN46158 Z430sOtl143013MiTeklntlustries,IncWetlJWa215:11.�52DtEPaBe1 ID:hOVN8UnL341qT1 s31V00J6zry W-PGtqgvtZkyByZMhIQHYh6h7NueqNN_NsRMxpdXz03ia .LO-0� 16-&t2 19_6 0_I �-0-0 1&312 � 2A-0 4r6= � 3x4 II Scale=l:SiB 14 SS i6 600 12 Q� 13 1�418 � ..'I 12 11 3x6 % �� 9 - �B " oI 6 �� q 1 8 5 1320 12 1 q 11- 2 16 3 �26 92 ^ I 2 F2 a 29 3-30 �, � �� - a� 3x4 ° 30 29 28 2] 2fi 25 24 23 22 21 20 19 iB 1] .3xfi = 3x4 II ' 198-0 19-6-0 LOADING(ps� �SPA�MG 2-0-0 C51 OEFL in Qoc) I/defl LPo PLATES GRIP TCLL 25.0 Plates Increase t15 TC D22 Vert(LL) 0,00 1 Mr 180 MT20 169/123 TCDL 10.0 Wmberincrease t15 BC 0.�3 Ven(TL) 0.01 1 Nr 120 BCLL 0.0 RepStressincr Yes WB 0.15 Hoa(TL) 0.00 17 n/a n/a BCDL 10:0 CodeIRC2006(iP12002 (Malrixj WeighCt231b FT=20% LUMBER - BRAqNG TOP CF:ORD 2x4 SPF No2 � TOP CHOR� StrucWral wood shealhing tlirectly applied or 6-0-0 oc putlins, except BOT CHORD 2x4 SPF No2 , end verticals,and 2-0-0 oc pudins(6-0-0 max.)'.14�6. N/EBS 2x4 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or 10-0-0 oc bracing. OTHERS 2z4 SPFS Stud'ExcepC WEBS i Row at midpt t6-�7,15-18,14-19 15-18.14-19�.2x4 SPFNO2 � REACTIONS All bearings 19-6-0. Qb)- Max Horz2=276(LC 5) Max Uplifl All.uplift 100 Ib or less aljoint(s)�17,18, 19,20,21,22,24,25,26,27,28,29,30 Max Grav All reactions 250 Ib or less at joinl(s)17, 18,19,20,21,22,24,25,26,p7,p8,29,2 except. 30=304(LC 1) FORCES (Ib)-Max:Comp/Max.Ten.-All forces 250 Qb)or less ezcept when shown. - NOTES (12-15) �)Wnd'.ASCE 7-05;90mph',TCDL=6.Opsf;BCDL=6.Opsh h=25R;Cat.II',�Exp B;enclosetl;MWFRS Qow-rise)gable end zone and GC Exterior(2)rone;cantilever left and right exposetl',end verti�al leR and right exposed;GC for members and forces B�MWFRS for � �reactions shown',lumber DOL=1 60 plate grip DOL=t.60 � 2) Tmss designetl for wintl loads in the planeaf the tmss only. For studs exposed to wind(normal to the face),see Standartl Industry Gable End Details�as applicable,or consWt qualified buildinq designer as perAN51/TPI 1. . 3)Provitle atlequate tlrainage to prevent water ponding. - 4)All plates are 1.Sx4 MT20 unless otherwise�indicated. 5)Gable requires continuous bottom chord bearing. fi)Gable studs spaced at 1-4-0 oc. /// 7)This truss has been designed for a 10.0 psf tiotlom chord live load nonconcurrent with any other live loads. �� 8)Provitle mechanical connection(by others)of truss to bearing plate capable oF withslantling 100Ib uplift at joint(s)t7,18,19,20,2t,22. 24.25,28,27,28,29,30. -.iv N � 9)stalndard ANSIffPI�d in accordancewith the 20061ntemational Residential Code sections RW2.11.1 and R802.102 and referenced Y`��,?.�^;��E-�� JfJ 10)"Semi-rigitl pitchbreaks wilh fxed heels"Member end fixity modzl.was used.in ihe analysis and designrof Ihis tmss. : C� ti�7�. �^d�qrG 1�)Graphical putlin representation does not depictlhe size or Ihe orientation of the pudin along the top and/or bottom chord. ��-�-��e„Fi� rytEC-. ��%. 12) i. Addilional stabiliry bracing for imss system�e.g.diagonal or X-bracing,is always required See � `�: * � �" 13) aCSlt. P F"t-?1G1222Q ; t4)23.It isexVemely important to properly install temporary laterel resireint and diagonal bracing,in — 15) awordance wilh BC51-82 or using proprietary methotls(e.g.Stabilizer,elc.). " ° '- r ° ' � � � STA'eEflF r' ? S LOADCASE(S) Standattl i,.��,p'•.r"e'7`j�qµP`,iL: �J r,'.........�°' t ,4� . ,,r�'1'Iitf7!�I�7 4t�`t'��Y4� � — ' -� July 3,2014 � W4RNING PI iF gM1ly ' iM1 C l ! A k I dg � f P B Itl St d d T m f M f I tl P d d f .V fy tl g p � d d 1 s lti T D '9D � g0�h �JRI S� t� �.�314)bi .OIyMTk dpllsM1llb dtiht tlgCagibldTFit J 'gtl g'dt 2ept f p bltyf IM1�C -g ftM1 � gl I ss p itleputl� � .TM1 tl �g pf I tl g d( , lablly 4 ftM1' p � t� yph��I � �$ huld g� �� p blly fro Ow iM1 Ow f ut�o tl g torl�e8 Itl g� 'g p ANSI/TPI1. Lt I 1 �tl g t M1 'tl �tl I b tltl� tl � �A i ! compresson�uckl'ngonlynottor�ulCn9s�atiltybrcng.AtldtionalremFraryresVanVtiagonal�racngto'nsuresla�l�tydurngwns�mtlon's�eresponsblryott�etuss-ns�allec ,� Aotlitional permanent buAding s�ability braong ol�he overall sWClure Is iM1e rezpons0�l�ly ol ihe Owner.�Fe Ovmeh aulhonzetl agen�orthe BuJtlmg�esigner,per iM1e IRq iM1e IBC and AN51/!PI L Forgenerel gultlance regerding tleslgn responslbllllles,fabriwtion,quallry conVOl,sbrage,tlelivary,ereaion,leierel resVainl and dlegonel braung,wnsull ihe lalesl etlitlon of Ne� � iac,meiec,nNSVraitmeecsis�mmary:neeis.a�mo�ecsi�emm�ogcompo�emsareymtormauo��aoauaoierromsecnaiwww.:e�ma�s�,�.�oma�aa�y,eia�ea��s�aua��o„��rormaim� ENGINEER/NG[m sup0lietl in Ihe loesite packa&e-T�e W ss tlesigner or.«uss tlesign engineer(also Oe(ined as a specialry engineep is NOT�M1e Builtling Oesigner of t�e Ouiltling. Job Truss Truss Type aty Ply FlscHER oeF-o�s ian4izoe B144164fi8 GE05 GABIE � � - - Job Reference o lional PROBUILO, MOORESVILLE,IN46159 ]430sOd1C2�t3MiTehlntlusitles,Inc. We0JU102t5]1.05201JPage1 ID:hOVN8UnL341qT1 s31V00J6zrp07-PGIqgNZkyByZMhIQHYh6h7PCesgNyxsRMxptlXz�3ia p14:Q 6-542 i �12-8-0�� 17_9_@ b-ia-o s-s-iz s-z-0 f i i e1 4x6 = Scale�.ll4"=1' E 1Sx4 II 1.Sx4 II 5 � uza II izoo i2 isxa II 4 8 � LSxb II m� i5x4 II r� 3 6 i6 9 51 �-0 4-tB 8r14 ?Xq I� °1� III 9 1 . � � I,� � �10 � 11 Im t I� 20 t9 1B 1] ifi 15 14 13 4 3x8 II 1.5x4 II 1.Sx4 II 1.6x4 II iSx4 II 1 Sx4 II LSx4 I I t5x4 II 1 Sx4 II 12-8-0 12-8-0 LOADING(ps� SPACING 2-0-0 CSI DEFL in ��(loc) ` I/tlefl L/d PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.19 Vert(LL) -0.0� 11 n/r 180 MT20 �69/123 TCOL 10.0 Lumberincrease 1.15 BC 0.05 VeR(TL) -0.01 �1 n/r 120 BCLL 0.0 RepStress Incr Ves WB 030 Horz(TL) 0.00 12 n/a n/a BWL 10.0 CotleIRC200fi/TPI2002 (Matrix) Weight701b FT=20% LUMBER BRACING � TOP CHORD 2x4 SPF No 2 TOP CHORD Struc[ural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. UvEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or�0-0-0 oc bracing. OTHERS 2x45PF55lud REACTIONS Allbearings 12-e-0. � (Ib)- Max Horz20=175(LC 4) Max Uplift All uplift 100 I�or less aljoint(s)20, 12,17,18,15,14, 13 except 19=��0(LC 6) Max Grav All reactions 250 Ib or less a�joinqs)20, 1?.�7,18,�9,t 5, 14,13 except 16=251(LC 7) PORCES (Ib)-Max:Comp.IMax.Ten.-All fomes 250 pb)or less eccept when shown. WEBS 6-16=-257/0 NOTES (��-�q) i)Unbalanced mof live loads�have been consitlered for this design. 2)Wnd:ASCE.7-O5;90mph;TCDL=6.Opsf;BCDL=6,Opsf;h=25R;CaL II;Exp.B;enclosed',MWFRS Qow-rise)gable end zone and GC Exterior(2)zone;canlilever left antl righl exposed;end vertiral lek and right exposetl;GC for members and forces&MWFRS for reac�ions shown;Lumber DOL=1.60 plate grip DOL=160 — - — 3) Tmss designed for wind loatls in ihe plane of�he tmss only. For sNds exposed to wind(normal to lhe face),see Standard Intlustry Gable�Entl Details as applicable,or consult qualified building tlesigner as�per ANSIITPI 1. 4)Gable requires continuous bottom chortl bearing. 5)Truss.to be fully sheathed fmm one face or securely braced against lateral movemenl(i:e.tliagonal web). 6)Gable stutls spacedal 1-4-0 oc. 7)This truss has been designetl tor a t0.0 psf bottom chord live load nonconcurrent wilB any other'live loads. 8)Provide mechanical connection(by others)oi Uuss to-0earingplale capable of withslanding t001b uplift at joint(s)20,12,17�,1$�5, 14, �sex�vtpr-ie)�s=i�a � � G 9)This truss is tlesigned in accordance with the 20061nlemational Residential Code sections R502 1 L� and R802.�02 and referenced �i 3 �i�,-�, �Y standartl ANSIRPI t �T?�� r�Yi, � 10)"Semf-rigitl pitchbreaks with fixed heels"�Member end fixity model was used in lhe analysis and design of this tmss. ��+�, ��;�ry.��`9;�, 11) 1. Additional stability bracing fo�Imss syStem,e.g.diagonal or X-tiracing,is always requiretl. See. : �,,,'4�,�J',�'(i�., �"�r 12) BC511. ��^�, :.4:C-. �L}°`:.,�� 13)23.It is extremety important to propedy install temporary lateral resUaint antl tliagonal bracing,in t4) accortlancewith BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.). BE-S 1S1i3?2�3 " �oao case(S) S�andara = -� : SSA;E D= ?�2 �. i -r, : . w : i C7 '-•,�'J[1iy.nSB-_.�°tj�4 ,�� %`i cC � '=. .. ... z\ ,�i ' l�,,�p�t�?1I711 t t:G a,YyYt� - ---- --- - — ' ' July 3,2074 � W,IRNING PI fi ghly - lF C t ( A k wl tlg � t f P oB Id 51 E d T rm I M t ct d P d d b .V fy tl g p 1 a tl t Iti T DegO � g� tl�M1DJRI �Sh �( W14)� f .OIyMTk clpl � M1llb tl( IM1I tl -gtl glb Ia_Th � tlgtl g' dt pt f P blry! IM1 tl �'9 Itl 91 l P td pc dM1 ' :TM1 d 9 � P� ,I tl 9 41 'I blry tl Nh P If nyp h I � _ e Id g t� � �p blly ith O�� e �Ob �f aWM1O etl g t P B Id g� g�-p ANSIRPII. L 1 I � id �8 � h ��tl tl Iweb ticM1 N �e f mmpressonbuckl gonly,nolfarbuldngs�atililybracngqtld(onal�.mpoaryresbantltl gonalbraungm"nures�ab'Irytlunng nsWCton"sNeesponsblryol�heimss'nslaller. Actlitional permanen�bwltling s�abiliry braang of t�e overall sVUClure Is ihe responsibility ofl�e Owner,t�e Owners autM1Onzetl agentor�he Bwltlmg Oesigner,pertM1e IRC,iM1e 16C antl Atl51RPl t Pocgeneral guiaance regarding Cesign Rsponsi�llllies.labricatiory qualiy wniml,slorage,dellvery,ereclion.lateral resVainl and tliagonal bracn3,consul�IM1e la�esl edi�ion of Ne iac,�ne iac,nNSirtai i,ine acsi s�mman�neeis,��aro.ecsr(emmme comao�e��sareiy mm�mauo�)a�aaame nom secn ai�.seu�a�:�rv.�m a�e a�y,eia�ea��s�auam��nm,mano� ENG/NEERlNGuc supplied In t�ejobsi�e package.T�e Wssdesigner or Wss tlesign engineer{also tle4netl as a specialty engineeQ is NOT tM1e Builtling Designer of t�e builtling. Job Tmss TrussType pty ply FISCHEaoBF-o]9 10441209 B1a416463 GEW� GABLE 1 1 J b R f ( pf I) PROBUILO, MOORESVILLE,IN 06150 ]430sOtl142013MiTeklnausvies.Inc. WetlJU10215:iLOfi2014 Page1 � I�:hOW78UnL341qT1 s31V00J6zrp W-�SRCuFuBVGJpB WGU_?4weugVt2BmfiRq?gOgNAZZ03iZ �0=0 1�-0-i� � j��0 1-0-0 1]-042 �2-8-0 3� - Scale=1�.5fi3 3x4 II 12 13 14 15 1� 1] 1B 19 20 21 22 3 8.00 12 .a-� � i`-� 6�_ ' @_, _ 10 g _ _ 8 Sx6% ] � b 6 1 5 �- 33 2 � t 30 �42B �6 J -2fi �- 5 � Q � 11 3 I B3B 937 6 40 ]38 �' �� ^I C 42 5�4� _ _ .1 � I .. � „ -�. � - n � •Zv 3x4 = 43 EY 41 40 39 30 3� 36 35 34 33 32 31 30 29� 28 2] 26 25 24 Sxfi�= � 3x4 II 29-9A 29-9-0 Plate Offsets(X V): [fi0-3-0 03-0� f13'.03-0 Edqe],[36:03-0 0-3-0� LOADING(ps� SPACING p_0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 25.0 Plateslncrease t15 TC 020 Vert(LL) -0.00 1 Nr 180 MT20 �691�23 TCDL �OA Wmberincrease 1.15 BC 0.12 Vert(TL) O.Ot 1 Nr �20 BCLL 0.0 RepStress Incr Yes WB 0.13 Ho2(TL) 0.01 24 n/a n/a BCDL 10.0 Code IRC200fi/TPI2002 �Matrix) WeighC2181b FT=20% LUMBER ' BRAqNG TOP CHORO 2x4 SPF No2 TOP CHORD Stmctural wood sheathing directly applied or&0-0 oc purlins, except BOT CHORD 2x4 SPF No2 end verticals,and 2-0-0 oc purlins�(6-0-0 max.)-:�3-23. WEBS 2x4 SPF No2 BOT�CHORD Rigitl ceiling directly applied or 10-0-0 bc.6racing. OTHERS 2x4 SPF No2'ExcepP WEBS 1 Row at midpt 23-24,22-25,2L26,20-27,A9-28,18-29, 11-35,10-3Q9-37,838,739,6-40,5-0�,4-42,&431 2x4 SPFS Slud P-30,16-31, 15-32, 14-33, 1234 REACTIONS All bearings 29-9-0. Q6)- Max Hoa2=273(�C 5) Max Uplifl AIf uplift�00 Ib or less at joint(s)24,25,29;27,28,29,30,31,32,33,34,35,36,37,38,39, 40,41,42,43 Max Grav All reactions 250 Ib or lessatjoint(s)24,2,25,26,27,28,29,30,31,.32,33,34,35,36,37,38, 39,40,41 except43=417(LC 1) FORCES (Ib)-�Max.Comp/Max.Ten.-All Forces 250(Ib)or less except when shown. WEBS 3-43=-293/�24 NOTES (13-i6) � � 1)Unbalancetl mof liveloatls have tieen considered for this design. 2)W nd'.ASCE 7-05;90mph',TCDL=&�psf;BCDL=6.Opsf;h=25ft�,Cat II',Exp B;enclosed�,MWFRS(low-rise)gable end zone and C-C E�erior(2)zone;cantilever lek antl right exposetl{end vertical left antl right exposeQGC for members and foroes 8 MWFRS for reactions shown;Lumber DOL=1 6�plate.grip DOL=1.60 3) Tmss designed�for wintl ioads in the plane of Ihe lmss onty. For stutls exposed to wind(normal to Ihe face),see Standard Industry Gable End Details as applicable,or mnsult qualified building desgner as per ANSI/TPI 1. 9)Provitle atlequate drainage to prevent water ponding. 5)All plates are].Sx4 MT2�unless otherwise indicated. :� /j 6)Gable requires conlinuous�botlom chord bearing. � �-�� Gable sluds spaced et b4-0 oc. ��:j} 1�> .Jf 8)This Uuss has been designetl for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loads. `, �' ��-�� 4�;f'r�r 9)Provitle mechanical connection(by othe�s)of lruss lo bearing plate capa6le of withstanding 100�Ib uplik al joint(s)24,25,26,27,28,29, „ t.C'` �1.�•.,�';��r 30,31,32,33,34,35,36,37,3Q.39,4Q 49,42,43. ,ti -L ;''Y�, '�` •, � '� �0)This tmss is designetl in accortlance with Ne 20061ntema�ionall2esidential Code sections R502.1 ti antl R602.10.2 antl referencetl ^' �.' f � �� ^' standartlANSI/TPI�1. ; FE-)3Gt2�2{1 ? i i)"Semi-rigid pitchbreaks wilh fized heels"Member eod fixity model was used in the analysis antl tlesign of this imss. " = = �2)Graphical purlin representation does not depict ihe size or the orientation of the pudin along the top antl/or botrom chortl. ' " ' � ° ' 13) 1. 4dditional stabiliry bracing for lmss syslem,.e.9.tliagonal or X-bracing,is always required See ��: .r+TA7E flF �2' � 14) 6CSIt r�. O `-,P,4��A�.;��e:� :. ^�ipn '•r......... \ �5)23.It is extremely important to propetly install temporary lateral restraint anddiagonal bracing,.in �i u �y� *��' 16) accorCance with BCSI-82 or using proprietary methotls(e.g.Stabilizer,etcJ. ��''!J,�,Sj`�r�'^�}'� i�`�� '�1liJqlk;4�� . LOAD CASE(S) Standard .. - ----- - � - - � J'-'�Y 3,2014 � W4RNING PI IM1 gM1ly - �h C I ! A k 1 tl9 � �P � ItlS� tl tlT r f M t d tlP tl t f V fytl g p � tl tl t iM1 T � g 0 ' g tlN OJRf¢¢ ceSM1 �(f .0314�bfo .OtyMTh C pl � M1llb �tl( �p � tl �g tl gl b fdTh I tl g d g' d � accep�a ceofre p �I�y! �h �4 g ItM1 � gl t p itl prl tl� ' .t� e �g p� ,J tl g tlt , 't blry tl � ftM1 �p-� �f hyp � I �� 'Itl g II p Elry fl� Own IM1 Ow ( �h tl g � iM1 B Itl gD� �g p ANSVTPIL L � I 1 10 g � b � - tl �tl I b ntl b tlm b - ( p ' b kl 9 ly lf b Itl g � bllyh gAtlJl Ik p ryrt51! VC 9 Ib � 9b � til�ytl g t t ' IM1 p sbl'�yof�M1e� ' � II � �,j Atltlf Ip enenih Itl g t b'Iry� g ItM1 - II 1 t ' Ih �sp tily I1� D �� Ow f ih tl g � iM1 B Id g0 -g perlM1elRG IM1aIBC -0 ��.�py �AG51?PI1.Porgen Ig 'tl cerega�tlgtl g� po blt t�'wlon,qaltycontml,s�org dl' ry, q It I slianl ddg I� � gmnsWtt�elatesidt !tM1 iac m iec,aNSnrvir,.ineecsi:�m anmee�s a�drorecs�e�ia�gcompo�=msareqmromaro�7a.aiamerromsecna�K,-,,,,. e ��a�sey.�o�ia�aa�yreiniza'�:�an ioo'�rormaro� ENGINEERlNGi�c supPlieG In�M1e jobsite package.The imss tlesigner or�mss tlesign engineer(also tle(mee as a specialry engineer)is NOT Ne Builtling Designer o(t�e buil]ing. Job Tmss . TrussType pry Ply FlSCHEftoeF-o]9 IB441210 B1441fi4fi9 GEO> GABLE � � - J bRt ( pl II PFOBOILO, MOORESVILLE,IN4615B ]430sOtl142013MiTeklndusVles,IncWetlJUIp28�.1t0]2014Paqe1 ID:hOlM8UnL341qTis31V00J6zrp0]-Lf?b5bvpGZRgofrhVib9B6�I6SXqrwFevg�wiPz03iY .�"p"p 6_�_g { 1-0-0 � 6-0-0 1.Sz4 II Scale=l'.14.9 5 15x4 II ° �u a�0 ,� ,.5x4 �I 3 � v � 56 N YS 4-0' 3-0 � �I I II II �I lI �' 1 26 u u u � � � 8 ] 6 2x4 = 15x4 II i5x4 II t5x4 II LOADING(ps� SPACING p-0-0 CSI DEFL_ ` in Qoc) I/tleFl Ud PLATES GRIP TCLL 25.0 Plateslncrease L�5 TC 0.11 Vert(�L) 0.00 1 n/r �80 MT20 169/123� TCOL �0.0 LumbeNncrease L15 8C 007 Vert(TL) OA� 1 Nr 120 BCLL 0.0 Rep Stress Incr Yes 'NB �.06 Horz(TL) 0 00 6 n/a n/a BC�L 10D Code IRC2006/TPI2002 iMatrix) Weight:201b FT=20% LUMBER BRACING � TOP CHORD 2x4 SPF No2 TOP CHORD S(ructurel wood shealhing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SPF No2 end verticals. WEBS 2x4 SPFS Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-5 Stud REACTIONS All bearings&i-e. (Ib)- MaxHorz2=73(LG5) Max Uplift All upllft 1001b or lessaljoint(s)6,2,7,e Max Grav All reaclions 2501b or less aljoini(s)6,2,7 except 8=301(LC�) FORCES (Ib)-Max.Comp/Max.Tert-All Porces 250(Ib)or less except when shown. NOTES (9_�p) ' � 1)W nd:ASCE 7-05;90mph',TC�l=6.Opsf;BC�L=fi Opsf;h=25ft;Cat. II;Exp B',enclosed',MWFRS(low-rise)gable end zone and GC E�enor(2)zone',cantilever left and right exposed;end vertical lek and right exposed;GC for members and forces 8 MWFRS For reactlons shown;WmberDOL=1.60�plate grip DOL=1.60 2) Truss tlesignetl for wind loatls in the plane oF the truss only: For studs exposed to wind(normal to the face),see Standard Industry �ableEntlOetailsasapplicatile,orwnsultqualifedbuildingtlesignerasperAN51/TPI1. - --- 3)Gable requires continuous boHOm chord bearing. 4)Gable sWtls spacetl al b4�-0 oc. 5)This tmss has been designed for a'�0.0 psf bottom chord live load nonconcurrent wilh any other live loads. �6)Provide mechanical connection(by others)of tmss to bearing plate�capable of withstanding 100 Ib uplift at joint(s)6,2,7,e. � 7)This;mss is tlesignetl in accortlance wilh Ne 2006 International ResitlentiaPCode sections R502.11.1 and R802.102 antl referencetl standard AN51/TPI� 8)"Sem rigid pitchbreaks with fixed��heels Member end fixiry model was used in lhe analysis and design of this imss. 9)t Additional stabiliry brecing for tmss system e.g.diagonal or%bracing is aAvays required. See �0) BCSIL .�1.E `t ii iti.3i �1)23.It is extremely importani to properly install tempo�ary lateral resVaintand diagonal bracing,in �,�t4 r �rr�.�� lr�., � �2) accordance wifh BCSI-B2 or usmg.pmprietary methods(e.g.Stabilizer,etcJ. 4C• ' � r. � V�' �'-15Tc^`+�"¢;��' �. +t-^,:,{.,,. "ri' �'.. LOADCASE(S) Standard ��''�a4„�L �Ly^,.(t��'� ; P'c-7�3072�2t�3 % a e � "� �` $TA3E�J� '�2 x Y:l�i�,�''r�'D;4*+A:",y"i�i� .r n '.n. ..s �'� t' � ��l��tii�e��i��ti - - -------- _...- --- — .July 3,2014 t. wNRNINC PI in gM1ty� - iM1 C t � l�Ak I�tlg 1 tP � last e aT f M f t aP dcl I .V fya g va teroantlraanols 1n T . �A 0 'g D ' g dt� DJRf S� 1( 03�16)b ! _OtyMTk cl plt hllb di iM1 1 tl g tl gt b Itl_'TM1 t tl g tl g rl t pt f p bliLf IM1 tl 'q tib ' 91 1 p td P tedM1 - .TM1 d i9 Pt ,I tl 9 tlt �'1 bI�Y tl� fN P lf � nyp rt I � b Itl g- 1� p �I�y f�M1 O e Ih O ( aulho E g 1 �M1 B Id g� �g p qN51lTPl t L� I � 10 'B � h ' tl -d I b tl M1 N b arefor.camp�essene ckingoNy,nolforbultlngsla�li�ybacng.Atltilonal.e poraryreslranJO gonalOraungto'ns es�ahltytlurng nstmefon'siM1eresponib'Iyofl�e�mss'nsealler AEOilional permanent builtling s�abiliry brsung oflM1e overall stmcWre is I�e responsibilily oHM1e Owneq IM1e Owner's autM1Onred agenl or I�e Bmldmg Designeq per�M1e IRQ IM1e IBC antl AN51?PI L For general quitlan<e regaMing aesign responsibillties,tabnralion,qualiq mmml,smrage,dellvery,erection,lateral resVaint an0 tliagonal hacing,ronsult rtre latest edition of IM1e � " iFC,me iec,nNSirtai t me ecsi s�mma�y snee�s,a�mm ecsi eeo�mmy campo�em sarey o-,ro�mano��a�anaoie r�om seca a��..�.seem�sey.w�r a�a a�y�ei�iea��sianano�mro,maro� ENGINEERMGtm supplietl in tFe jotisite package.The tmss tlesigner or lrvss design engineer(also tleFlned as a specialry engineeQ is NOT t�e Building�esigner�of ihe builtling. Job Tmss Truss Type pry Ply FlscHe3 oBF-0�9 leaat2tl B1C41646d JOfi JadcLlosetl Trvss� 2 � Job Reference o tional PROBUILD, MOORESVILLEIN dfi158 ].43050q102013MiTehlntlusines Inc. WeaJUl�215'1T0]20t4 Paqet ID:hO W18UnL341qT1 s31V00J6zry07-L/?�SbvpGZRgofrhYib9660c9SMSrw98vgpwiPZ03iV 4-2-0 33-11 I 5g§� � 1-2-0 � 3-3-11 2-0-13 3x4 ° 3xA �I Scale=123] 3 4 3-4 I 1000 � n � 4-5 1-3 2x4 II � � " . I � 5'6 � , �. ] B t 6 3x0 II 2x4 II 3341 5E-e 33-01 ' 2-4-13 Plale Oftsels(X.Y):_[3'.0-2-8,0-2�) f4:Etlge 0-3-8� �5:03-8 Edqe� LOADING(ps� SPACING p.0-0 C51 �EFL in (loc) I/deFl L/d PLATES GRIP . TCLL 25.0 Plates Increase 1.15 TC� 0.68 Vert(LL) 0.15 5-6 >428 240 MT20 169/123 TWL 10.0 Lumberincrease 1.15 BC 080 Vert(TL) -020 5-6 >323 180 BCLL 00 ftepSVesslncr NO WB 0.00 Horz(TL) 000 5 n/a Na BCDL , 10D �COde IRC2006RPI2002 IMatrix) Weightl171b FT=20% LUMBER BRACING TOP CHORD 2x4 SPF-5 Stud TOP CHORD Stmctural wootl sheathing directly�applietl or 5-e-e ocpurlins, except BOT CHOR� 2x4 SPFS Stutl end verticals,antl 2-0-0 oc purlins'.3-4. � WEBS 2x3 SPF No2'Except' BOT CHORD Rigid ceiling.direclly applietl or 10-0-0 oc bracing. 4-5:2x4 SPFS Stud REACTIONS (16/size) 6=414/0-3-e (mia 0-1-8),5=349/0-1-8 (mia 0-1-8) Max Horz6=117(LC 4j Mex Uplifi8=-109(LC 5),5=�55(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORO 2-6=307/86 NOTE$ (12-15) �- �)Wnd�.ASCE 7-05;90mph;�TCDL=6.Opsf�, BCDL=6.Opsf,h=25k;Cat.IP,.Exp B�,enclosetl;MWFRS(low-rise)gable end zone',rantilever lefl and nght exposed;entl veM1ical left and right exposed;Lumber DOL=t60 plate grip DOL=1.60 2)�Pmvide adequate drainage to preventwater ponding. 3)This iruss has been designed for a 10.0 psf bottom chord live loatl nonconwrrent with any other live loads. 4)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle lo grain formula. Building deslgner should veriry�capaciry of bearing surtace. 5)Provitle mechanical connection(by�others)of Vuss to bea�ing plate at joint(s)5. 6)Pmvitle mechanical�connection(by others)of imss to bearing plate capable of wilhstantling 100 Ib uplift at joint(s)�excepl Qt=1b)6=�09, 5=t55. 7)This tmss is designed.in accordance with Ihe 2006 Intemational Residential Code sections R502.1 ti antl R802.102 antl relerenced s�ancard AN51/TPI 1. 8)"Serr�i-rigid pi[chbreaks wilh fxed heels"Member end fiziry model was used in Ihe analysis and design of this tmss. ��' 9)Graphical pudin representation does not depict ihe size or the orientation of the pudin along the lop andlor bottom chord. . t j ;a i t t:�,�j 10)Harger(s)or other connection device(s)shall be provided sufficient tosupport concentrated load(s)12� Ib down and 1 t01b up at -� �.,�3- '��:�,� r� 3-3-11,and 621b down and 741b up at &10-12 on botlom chord. The tlesign/selection o(such connection tlevice(s)is the ,y:� 1'�-� ,��r,r � responsibillty of others� ti�'��,.��y��., �{G 11)In the LOAO CASE(S)sectlon,loads applietl to tha face of the truss are noled as fronl(F)or back(B). =' �- :��5 C��y� % 12)1. Additional.stabiliry brecing for truss system,e.g.diagonal or X-brecing,is always requiretl. See � �," ^� = 13) BC511. � �F't-i70(22'1°� ? ih)23.It is extremely important to properly install lemporary laleral restraint and diagonal bracing,in — = 45) accortlancewilh BCSI-82 or using.proprietary methods(e.g.Stabilizer,etcJ. ' ° ` � �P ' . . � 'm? $TATE O' � 2 : , u � LOA�CASE�S) Standard ' f�,c+�'•.f'✓Dt&!w�;.•''-.`.� � 1)Regular Wmber Increase=1.15,Plate Increase=1.15 �� '••••••"••'�yG�'' .�'+�� Unifcrm�oadt(2In70,2-3=-7Q 3-4=-7Q 5-6=-20 f''`pfljd/111�IIt411iS��j�Y} Continuea on page 2 -- � ----- �Jl�ly 3,2014. A WARNING PI eth gMy � iM1� C t f Pkn Idg � t fPrB'IdSt d tlT I M fd tlP d 1 f .Veryd 'g p t tl tl � iti T d� 0 g D ' g d�0 OJRf SM1 �( .�3t4)Ct .OIyMTk q pll M1II� dt iF t tl g tl gt�h I'tl.Thl � d �g tl g' E� t pt f P blryf�iM1ed '9 ��h '91 l p �tl pd tlM1 " .Th tl g p( 'I d 9 al , � ��abllY tl !tti P tf nYP rt I b Itl g-S�M1eresPOnSbJry f�peOwne N O f t� tl g �o iM1eB IangDe'g p ANSViPIL.L( 1 � Id g � M10 � tl 'd I b tl M1 N b B _ lo�mmp� ' U kl' g ly If o Id g t tilryb a 9 Addf I p ry VanVtl g 10 � g� � 1 bl�ytl n q n t � t� p tilryo�l0e� � �'ll . ' f Atld'f Ip anenlb Id g 1 tilryb g i�M1 II t tl ' N sponsbllyof�M1eGw tM1 Own iF ' tl g torlh B iti g� g r periM1elRC iM1e19C tl . '� ANSIRPII For9en Ig-C eregerd gtl g pon Olt ��f Oncafon queltymmmi so B ,tl I' ry cl 1( I Vant tld g Ib ' g coosult�M1elatesl di t�b iec me iec,nNSUrai� me acsi s�mman snee�,-a�aro.ecsi�e�mme comoo��m sa�ery mro�maro�)a�a iame r6m sscn�ai�,.,.er�a�s�n�om a�a a�y reia�ea��s�anaro�-�m�aro� ENGINEERlNGttc supplietl in�M1e jobsite package.The Iruss tlesignecor W ss tlesign engineer(also defined as a specialty engineeq is NOT Pe Builtling Oesiyner ol lhe builtling. JOb Tmss TNSSTypE Q�y Ply FISCHEROBF�W9 IB041211 B14Ci6C63 JOfi JaG-Close4Tmss 2 1 � J b R f ( t p PROBllILO, MOORESVILLE,IN46158 ]030sOC1141013MITeklntlusUies,Inc. WetlJU10215'11:0]2014Page2 I�:hOlM8UnL341qT7 s31V00J6zrp07-�f?b5bvpGZRgofihVib9B6�c9SMSrn98vgQwiPZ03iV LOAD CASE(S) Standard Concentratedtoads Qb) Vert:�=-12�(8)8=-62(8) � WARNING PI �h gM1ly e�- �th C t ! A k� I Cg 1 fF B IdSI d tlT � M t d tlP tl tl f V fytl g p i tl tl t IM1 T pe g p 9 tltM1 �JR( SF 1( 031a)� i .OIyMTk d plt M1llb tl! �b t tl �g tl g be Id.T� t tlsg tl g� 0 t � c P� ! P blryf Ih�tl �9 f�b �911 P ttlPntlh ' .TM1 d '9 Vt� ,I d 9 df �ibltY tl �� f�M1 ��P If nYPN� I B Oultl g �M1 �� p LI y f�h O r N O ( t� d g ��1 Ih B Itl g0 g p ANSI/TPI1 L I I 1 ttl g 1 M1 � ' 4 tl I �p tl b M b ! p ' �b kl g ty o�fob Itl gltil�yb gAtldt li 0 �Y svaMd g Ib- ' gt ' ib'I'�yd g 1 t ' lM1 p�nshlryol�M1et � saller. {�Edt alpermanenibuld'ngstaElirybrcngoROeoverallsvucWre�sNeresponsbllyoft�eOweql�eOwnefsaut�orzedagen�or�M1 BulOng�escneqprlM1el4GtM1eIBCantl AN51?PI i. For general guitlance re9aNing tlesign res0onsib'dlties,tabriration,quallry wntml,slorage,aelivery,erection,lamral restrainl antl tliagonal bradng,cons�ItNe latest etlition of t�e '" iaq me iec,nrvsirtai ipme acsi s�mmary sneeis,a�amr ecsi�e�aamy c�mpo�em sarey mm„„ano�7 a�aaame vom seca a��.,.se��a�s��y.wm a�a a�y reia�¢a��s�ana�m��ro�ano� ENGINEER/NGeeC supplietl'm t�e jobsite paUaBe�T�e tmss tlesigner or�mss tlesign engineer(xiso tlefinea as a specialty engineer)is NOT t�e Building�esigner olme builtling. Job Tmss �TmssType aty Ply FlscHEROeFO]g I84a1212 B1C416469 JO] Jack-Closetl Tmss 3 1 J bRf ( Df I) PROBNLO, MOORESVILLE,IN46158. p,430sOtl1a2013MiTeklntlusines,lnc. WedJU10215!1L082ot4Page1 ID:hOW18UnL341qT1s31V00J6zrp07-prZzJZwR1�ZX4p4t6P60kJI1RrpXaNPI8K9TESZ03iX -0-2-0 � 5b_8 � 120 Sb8 I Swle=1'.34.0 3x4 II 3 I moo iz 3 is:a II 2 ' _�5 �o. I q 5 3x4 II Sx8�� 5-8-8 5-8-8 Plale Offsels(X Y): [4:0-0-6,0-2-8] LOADING(ps� SPACING p_0-0 CSI DEFL in poc) Ildefl L!d PLATES GRIP ` TCLL 25.0 Plates lnCrease t15 TC 026 Vert(LL) -0.06 4-5 >999 240 MT20 169/123 TCDL 10.0 Lumberincrease 1:15 BC �.36 Vert(TL) -0.15 45 >447 180 BCLL 0.0 RepStressincr Yes WB 0.00 Hoa(TL) 0.00 4 n/a n/a BC�L 10.0 Code IRC2006(iP12002 (MaVix) WeighC.201b FT=20%, LUMBER BRACING TOP CHORD 2k4SPF Na2 TOP CHORD Stmctural wootl sheathing directly applied or SB-e oc purlins, except BOT CHOR� 2x4 SPF-S Slud entl verticals � WEBS 2x33PF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. REACTIONS Q6/size) 5=347/03-e (min.0.L8),4=237/0.1-8 (min.0-1-8) Max Horz5=t73(LC b) Max UpliftS=-23(LC 6),4=-60(LC 5) FORCES p�)-Max.Comp/Max.Tea-All forces 2W Qb)or less excepl when shown. TOP CHORD 2-5=-302/111 NOTES �g_��) i)Wind',ASCE 7-05;90mph;TCDL=6.Opsf�BCDL=6:Opsf;h=25ft;Cat.II;Exp B',enclosed�,MWFRS(low-rise)gable entl.mne and GC E>tecor(2)zone;canlilever lefl and right exposed;end vertical left and right exposed;GC For members.and forces 8 MWFRS/or reactions shown',Lumber DOL=t60 plate grip DOL=1 fi0 2)This imss hasbeen designed for a 10.0 psf botlomthord live load nonwncurrent wilh any other live loads. 3)Beering at joinqs)4 wnsiders parallel to,graln value usinB AN51/TPI 1:angle to grain formula. Builtling deslgner should verify wpacity of beanng sur/ace: 4)Provitlemechanical connection(by others)of tmss to bearing plate atjoint(s)4. 5)Provitlemechanical connection(by others)of truss to bearing plate capable oF withstantling 100 Ib uplik at joint(s)5,4. 6)This imss is tlesigned.in accortlance with Ihe�2�06 Intemational Residential�Cotle�sections R502.11:1 and R802.102 and referenced standartl ANSI/TPI 1. 7)"Semi-rigid pitchbreaks wilh fxetl heels'"Member end fixity model was used in ihe analysis and tlesign of this cross. 8)t. Additional stability bracing for truss system,e.g tliagonal or X-brecing,is always requiretl. See t 9) BCSIi. 10)23.It Is exVemely important to properly install temporary lateral,restraint and tliagonal bracing,In �q �ti 7;;�t��j 11) accortlance with BCSI-B2 or using piaprielary methods(e.g.Stabilizer,etcJ. �„V't�t..��N 'i/�r .,��` i ,...... . �: :r LOADCASE(5) Standard �� .�jJ7ti` . ^{^T rr "�Q' :��w� o-��•:'}'}•- �' FE-ii9t2?20 ; a e ° ' "y �= ST.4iE Q�" ;� 2 s. `';,� �':;'�L}#.$C^°;::'"�-��' �A . ��, : . .. � �•; ��i��l�.`�vtp?:Af�'�»3�� 1{pt�lAllfN�'�t - - -- - --- —.-- . - - -- - July 3,2014 � WARNING-Please�homughtyreaiewNe"CUSmmelspcknmvletlgementolPm9uiltl5tantlartlTe�mslorManufacwreOProautls'form.VerilytlesignparameiersantlreatlnotesoniM1isTmss � g � ' g 4iM1 OJRI SM1 t� .03t4�be( .OyMTek t 0�� Ilb tl! ih t tl g tl gt be Itl.T( t tl 'g tl ' g- d ts aept f �p bfyf i� tl g fIM1 ' gl i s 0 itl p aM1 .TO tl 'g pl ,I d g �l '1 blty � IN p I! nyp n I � � p .buld g' Ih p blry fih O IM1 Ow f ��M1 tl g t N B Itl g� �g p AN51/iPl1. L � I I 1tl g � F .d tl 1 h tl h M b � rt p - bklg ly, ttbldgs� tilrybcg.Atld( It poary. s�anUCq Ib < g� - latil�ytlng nVa �lM1 p 'b'ItyfiM1t ' -i�ll . Hatlt Ip anenib Itl g � ti�lyb g flM1e all t tl iM1 resp �Ity lt��O ib Own � tM1 d g t iM1 B Itl g� g� ,p iM1 IRG,IM1 IBG� C � ANSIRPII F rgene�Ig "o eregara gtl 'y po �I( f�rafon,q Iry 1 I 1 g tl I ry c( I t I sVanl dtl g I� �ng � Illh I t t tll !�� iacmeiecnNSiRaiimeecsis�mman�neeisa�aiarecsile�ia�ecomoo�emsa�e�rmromro„),�aiaeieGomsecna��.,.:e �a�:�n�ma�a �vreia�ea��s�auaio��ro�maro� ENG/NEER/NGttc supplietl In I�e jo�site package.TM1e�mss designer or�mss tlesign en9�^eer(also tlefinetl as a specialry engineer)Is NOT�M1e 9uiltling�esigner ot I�e Euiltling. Jo� TN55 TNSSTyP2 Q�y Ply FISCHEROBF-0)9 18441213 B1441fi468 JOg Jack-Closetl Tmss 1 1 �J b R f rence(a fo I) PROBllILO, MOORESVILLE,IN46158 ' ]430sOCt1J20t3MiTeklndusVies,lnc�'NetlJU10215tlb.�82�14Page1 I O:h OIMeUnL341qTi s31V00J6zry07-prZzJawR i tZX OpQt6P60kJlumrr�aN PI BK9T Esz03iX 4-2-0 1J-0 120 1-04 � Swfe:3/4"=1' 3 12 00 I12 t5x4 II �. �_3 I26 � � J-6 5 I 6 3x4 II 4 '��4 5'-10 0- - 0 LOADING(psQ SPACWG 7-0-0 CS!� ` ❑EPL in (loc) I/deFl L/d PLATES GRIP TCLL 25D Plateslncrease 1.15 TC 024 Vert(LL) -0.00 6 >999 240 MT20 �69/123� TCDL 10A Wmberincrease 1.15 BC 023 VertQl) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0 00 n/a n/a BC�L 10:0 CodeIRC2006/TPI2002 (MaUix) Weight6lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF-S Stutl � TOP-0NORD Stmctural woodsheathing directy applied or L4-4 oc purlins, excepl 'BOT'CHORD 2x45PF-SStud endverticals. WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directy applied or 10-0-0 oc bracing. REACTIDNS (Ib/size) 6=1B9I0-3-8 (min.0-1-8),5=13/Mechanica! Max Horz6=95(LC 6) Max UpliftS=-72(LC 6) Max Grav8=189(LC 1),6=29(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. NOTES Q-10) 1)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BWL=6.Opsf;h=25ft;CaL II;Exp B;enclosed;MWFRS Qow-rise)gable endzone and GC Exteriof(2)zone',cantilever left and�ri9ht exposetl;entl verticsl left and righc exposed',GC for members and forces&MVJFRS for reactions shown;Lumber DOL=1.6�plate gnp,00L=1.60 � 2)This lmss has been designed for a 10.0 psf bottom chord live load nomm�currenl with any other live loads. 3)Referlo girder(5)fo� t�uss to huss connections. 4)PmviCe mechanical mnnection{by others).of tmss to bearing plate capable of withstanding�100 Ib�uplifl a�joinl(s)5. 5)This imss is designed in accordance with the 2006 In�emaliona6Residential Code�sections R502.1 L'I and R802.142 and referenced stantlard AN51/TPI L ' 6)"Semi-rigitl pitchbreaks wilh fixetl heels"Member end�(ixity motlel was used in Ihe analysis antl design of Ihis Imss. . 7)1. Adtlitional stabiliry bracing tor tmss system,e.g:diagonal or X-brecing,is always requiretl. See 8) BC511. 9)23.It is ex�remely impotlant lo propetly install temporary laleral resVaint and diagonal bracing,in 10) zccordance with BCSI-B2 or using proprietary methods(e g.Sfabilize�,etc.). LOAD CASE(S) Standartl ,.1{3dpN:a^ +' t�tt`.1. �� t°li'!. , .�..� 1(l� .+�'� ��,� �r �.�•1+P�-'��(j1S:`h+("'-,�inrt1�=.. ° � � .�� PE-710i222t� � _ � � � '° `� �: STATE OF e�? .°'. '�:�1�.^'•,!dt�#AN$:.�'��'�'uw •��'�it,�•vc�.31 ,' ••°i�?�>>�.,�� l�s� C7:.'.A1_�.`»ti'� � !IltlHlli43��'- — -._..- --. - - July 3,20?4_ � WARNING PI t� g�ry _ _ih C �mr Ak Itlg t IP 91451 � tlTrmsl M fq 4P dtl f .V rytl �9 P t tl� tl 1 iH T D g � - q dlh �JRf Shei( �3t4)b ! e OIyMTkc t 011 hllb d( th 1 tl 'g tl gt b I'tl. TH l tl q tl g� d �� c�pt � I P �Ityt iM1 tl 9 IlM1 91 t P itl P t tlM1 - .TM1 tl �9 P( � I tl 9 tlt t bI1Y d %M1' P it nyp rf I $ bula 9� ih po blry !iM1 Own r�M1 Ow f IM1 tl g 1�� iM1 9 I4 gD 'g p AN51/rPlt L t I t ttl g t h "d �d I b tlU tl � b B �� r ! � p b kig ly i( bltlgitilryL qAtldl 1� p ry I ' Vtlg lb -gt � tCdtytl g ta ' N � p �til�yitFei � iP . Adtlt lp �anen�b Itl g t bl'ryb g ftM1 II t d iM1 o -biry fip Ow -�0 O i� tl g t tM1 B Itl g❑ g ,p Ib IRC �� IBC G HNBIRPII_Porgen Ig 'tl eregertlgtl �g � p� bll fb'calon,qally 11 irg tll ry q II les(2nt tldg Ib ' g, IItM1aIta51 df (IM1 '" iac m ioc,nNSUrw i me acsi s�m a,y snee�s,a�am,ecsi�e�m-„g compo�em sarey mr �o��a�aoaeie rmm secn a�,.�:.,.sec�a�s�y.wm,�a a v�eia�ea��s�an ro��ro�maro� ENGINfERlNGttc supplietl In thejoCSi�e package.T�e wss tlesigneror vuss tlesign engineer(also tlefinetl as a specialry engineer)Is NOT t�e 6uiltling�esignerol me�ulltlmg. Job Truss TrussType �y Ply FISCHEaoeF-m9 leaai2ta B1441fi46d J09 Jack-Closetl Trvss 2 � J b R ( f [ Il PROBUIID, MOORESVILLE,IN46159 )630sOq142013MReklnduslnes,IncWedJuIWS�.11:092014Page1 I�:hO WIBUnl341qT1 s31V00J6zry07-116L WHw3aBh02z?3f/tlOGX133FDSJqfRM_vi mlz03i W i 4-7-0 I 2E-02 { . 12-0 2L-12 1.5x4 I I Scale=1122 3 1200 �p N 84 ax4 II �3 z I� � —s i1� rl i a-s U I ( � s i s+a I I 15xa II 28 12 ' 2b42 LOADING(ps� SPACING p_0-0 CSI DEFL in poc) I/tle0 Lltl PLATES. �GRIP TCLL 25.0 Plateslncrease L15 TC 020 Vert(LL) -0.00 4-5 >999 240 MT20 169A23 TWL 10A Wmberincrease 1.�5 BC 0.10 Vetl(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr Ves WB 0.00 Horz(TL) �.00 �4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 �Matrix) Weigh[�i lb FT=20% LUMBER BRACING - TOP CHORD 2x4 SPFS SWd TOP CHORO Shuctural wood sheathing directly applied or 2-6-12 oc pudins, except BOT CHORD 2x4�SPF-5 Slud end verticals. ' WEBS 2x3 SPF No2 BOT CHORO Rigid ceiling tlirectly applied or�0-0-0 oc bracing. REACTIONS Qblsize) 5=2�9/0.3-e (min.0-1-e),4=82/Mechanical Max Horz5=114(LC 5) Max UpliftS=-20(LC 6),4=-62(LC 5) FORCES (Ib)-Max.ComplMax.Ten.-All forces 250(Ib)or less except when shown. NOTES (7-10) i)Wind�ASCE 7-05;90mph;TCDL=6.Opsf;BC�L=6 Opsf,h=25ft�,Cat.IP,Exp B',enclosed',MWFRS Qow-rise)gable entl zone and GC Eaterior(2)mne;cantilever lek antl right exposed-,end vertical left and righl exposed;GC for members and forces 8 MWFRS for reaciions shown',Lumber DOL=t60 pla�e gnp DOL=t.60 2)This imss has been designed for a�0.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for tmss to truss connectians. � 4)Provide mechanical connection(by others)of�mss to bearing plate capable of withstanding 100 Ib upliR a�joinl(s)5,4. ' S)This truss is designed in accortlance with the 2�06 Inlemational Residential Code sections R502�1.� and R80210 2 and referenced standartl ANSI/TPI�. 6)"Semi-ri9id pitchbreaks with fxed heels"Member end fixity mode��:was usetl in the anarysis and design of ihisimss. 7)1. Atlditional slahility b�acing(or Vuss system,e.g.tliagonal or X-0racing,is always required See e) BC511. 9)23.It is eatremely important lo propetly instalftemporary lateral restraint and diagonal bracing,in 10) accordance with�BC51-82 or using proprietary melhods(e.g.Stabilizer,etc.). LOAD CASE�S) Standard '� � .t�ii?5"r7iit,+:➢tT J` r �,;`3`��rv.�4�G2` ��?J.. ,.,`'y'f�-ry'.�{�ti:tSTc,��fi�.*�'� �� a- ,� .. � a�-i3o�2�za � _ ' � � = -�`= srr,��o� ��z � �Q•,°• !,•1}�A";9�:'',sui:` °'�,.,�f�;a">......:.•^�aµ�4`4w� - �L�-, 1'v'PJALv` ��. � r''`iPItU}IlNlltl:>xl . - -.------ • —.. ._ _ July 3,2014 � W4RNING P a iM1O o gM1ry e�. ihe C 51 m � Ackn I tlg t f P 0 Ia St tl tl 1" i M �ct 4 P tl 1 i .V ty d �g p i tl C t iti T oe g � ' g tl�h OJRf SM1 1� .0314)bf OIyMTk d pll hllb tlf� �� t tl g tl� g b IdTM1 t tl g tl g� d t p1 ..f P bllY( �h tl 9 (�M1 � 91 t P ttl Ptl M1 - .TM1 tl �9 � PI ,I tl 9 at , �� ItY tl ftF P �f YP � I D � 10 g� N p blry !th O e �F Ow-1 Ih d g t -t� B Id g� 'g p ANSIITPII L t I t iC g� t n � d tl I b tl hatl b ' f p ' b kl g ly notlo b IC g t b'Ityb g AtlEf - II p ry s�anVd g Ih ' gt T t bltytl g t ' I�e p s'b'ItyofiM1et ss'nstaller. Adtlt nalpermanenlEUld'ngs1a01irybracngoftM1eoersOsimquresPeresponsblryoHheOwnr,��eOwnefsautM1onzetlaqentort�eBUldigDeslSne perthelRC,NeIBCantl ANSIRPI t For geneal guitlance regartling tl¢sign msponsibilities,labrifation,quallry wnlml,storage,tlellvery,ereclion,lateral resVain�antl tliagonal�racing,consult ihe latest etlition o!��e iac,�na ieq nNSUrai t me ecsi s�mmarv�nee�s,a�Bm�aea�a��m��a comao�e��saiey mro�maoo��e�iaeia r,om secn e„w,wse��m�sin�o�,=�e a�y�eiarea��:�auano��ro�aro� ENG/NEERIN6�te suppliee in�M1e jobsite package.TM1e imss designer or imss tlesign engineer(also delinetl as a specialry engineer)Is NOT me 9uiltling Designer of iM1e buil0ing. Job TN55 TN55 Typ2 Q�y Ply FlSCHER OBFO]9 184C1215 814416468 J10 Jarh-Closetl Tmss 1 1 � Job Reference(oolonal) PROBUILD, MOORESVILLEIN 46158 ]430sOVY142013MiTekln4usines,Inc. WedJula214.1T.092014 Page1 ID:hO W78Un L341qT1 s31V00J6zrp07-116LNMw3aBh02z?3f/ddGX13 W FBqJqtRM_N mlz03i W .1.2.p 1-0.q 12-0 1-0A � Scale:3/4"=1' 3 12D0�12 15x4 II 2 1-3 2-6 � 4fi I _I 5 I I 6 3x4 II 4 1�-1�4 ' iaia o-d'to LOADING(ps� SPACING p-0-0 ` C51 DEPL in (loc) IIdeFl L/d PLATES GRIP TCLL 25.0 Plales Increase 1.15 TC� 024 Vert(LL) -0.00 6 >999 240 MT20 169/123 TCDL 1Q� Lumberincrease L�5 BC 023 Vert(TL) -0.00 fi >999 180 BCLL 00 Rep�Slresslncr Yes WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matiix) WeighC6lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPP-S Stutl ' TOP CHORD StmcWral wood sheathing tlirectly applietl or L4-4.oc putlins, except. BOT CHORD 2x4 SPFS Stud end verticals. WEBS 2x3 SPP No2 BOT CNORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=�89I0-3-e (min.0-1-e),5=13/Mechanical Max Horz6=95(LC 8) MaX UplikS=-72(LC 6) Max Grav6=189(LC�),5=29(LC 2) FORCES (Ib)-Max.Comp./Mae.Ten.-All forces 250 Q6)or less except when shown. NOTES p-10) � i)Wind:ASCE 7-�3,90mph;TW L=6.Opsf',BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS pow-rise)gable entl zone antl GC Exierior(2)zone',cantilever left and right exposed;end veM1ical left antl right exposed;C-C for members and forces 8 MWFRS for reaclions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been tlesigned foi a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer ta girder(s)for lmss to Iruss connections. 4)ProviOe mechanical connection(by ofhers)oF tmss fo bearing plale rapable of withstanding 100 Ib uplift at joint(s)5. 5)This truss is designed in accordance with che 2006 International Residential Code�sections R502.�L� and R802.102 and refarenced .standard AN51/TPI 1. 6)"Semi-rigitl pitchbreaks with fixed heels"Member entl flxiry model was usetl in the analysis and design of Ihis truss. . 7)1. Atlditional stability bracing for truss system,e.g.diagonal or X-bracing,is always required. See e) BC511. 9)23.It is exiremely important ro properly install temporary lateral restraint and diagonal bracing,in t �D) acmrtlance with BCSI-B2 or using proprielary methotls(e.g,Stabilirer,etc.). Z,' � /' LOADCASE�S) Standerd }nt„};i1i`,:ir�,J�, � /i'/ (ryc,�=t"rt r<g �� S� <.,. �'.� °.i " � :`�fST:n;'^ '�.%;. . ��L qw,� Fa 'n��. ; FE-ISO42220 ; �r e ""a �= �T$i��r wQ' .:. ~°f,.��'�'f?IA"*,'a.�''�ti,?`�"ti ` l � �'o- .. ��\ �+�f`'Slr,)r'ALC`L+1 Y�+. � 'fFitttli;a:4�li;v .--- _-.-. - -- . _.- July3,2014 _. �'� WARNING PI IM1 gFly ' ih C t I Ak Itlg t fPB IE51 tl tlTe f M !d tlP tl 1'I .V rytl 9 0 � tl d t iti T s C g p - 9 tlIM1 OJRf 5� 1( .0314)bf .OIyMTk cl pll M1llb tl! N l C g d gt 0 I'dTh t tl g 4 g' d t p .. f p tilry! tM1 4� 9 fiM1 � 01 t s P ta ptletlM1 � .TM1 tl '9 P( �,I �t 9 al 1 bltY tl �f�h p it yp n I Q b Itl g� iM1 p �fty �t�-O e tM1 Ow f aWM1O� tl g � rtbe0 Id�gDe g .p ANSIRPII. L 1 I t itl �g 1 M1 � d a I b d�OOtl �� b �aef ompressorbckl'ngonly,nolforbultlngs�atiliryhracng.P4dfonalNmporaryresVanYtl gonalbraung�o�n eslablrytlurng nsimcfon-sheresponstilryofihe�mss-nstaller. � Additional permanenl building s�abiliry b2png ol tM1e oveall simclure is Ne responsibili�y o!IM1e Owner,tM1e Ownefs autM1Onzed agent or iM1e Bmltling�esigneq per itie IFC,Ne 16C antl ANSIRPILPorgeneralgutlanceregarengtlesgnresponD'It Ib"w�ion,q Iry t I, t g ,tll ry,- fonlaleralresVan� tld g I� �ng,mnsultiM1ela�esl dl � t�M1. iac,meiec,nNSirtairmeecsis�mma�y:nee�: a�ao.acsi�e�mmycomoohe�is�reryi�mmaro�7a�aiamevomsecna�ww�.,.:ec�a�sn.wma�da�yreia�ea-�sauro��mrmAro� ENGINEEAINGi�c supplietl In Ne jo�site paGage.TM1e imss tlesigner or imss Eesign engineer(also tle(metl as a specialty engineer)is NOT iM1e BuilJing Designer of l�e buil�ing. Job Tiuss Tmss Type _ pry Pty FlSCHER OeFa]5 184441fi 81441fi4b8 J11 Jack-OpenTmss 1 1 � Job Reference(oofonall PROBUILO, MOORESVILLEIN46158 T630sOq142053Miieklntlus�nes,Inc. WeeJu1o215�.1t.092014Page1 ID�.hOW18UnL341qT1 s31V00J6zrpW-I1fiLWNw3aBh02z?3f'ltltlGX136FEWJqfRM_vi mlz03i W -ba0 ul.-�� t-2-0 � 0-11-8 5<ale:1"=1' 4 3 � 2x4 I� 1000 12 2 1-4 l � . . ' � �' ',�Y '�Y I—I 6 ] 5 15x4 II �_o-11-e o-i i-s LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl L/d PlATES GRIP TCLL 25.0 Plateslncrease L�5 TC 020 Vetl(LL) 0.00 7 >999 2a0 MT2� t69l123. TCDL 10.0 Wm6erincrease 115 8C 0.05 Vert(TL) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BC�L 10.0 Code IRC2006/TPI2002 (Matrix) Weight:4lb FT=20% LUMBER BRACING � TOP CHORD 2x4 SPFS Stud TOP CHORD Stmctural wood sheathing directly applied or 0-11-e oc purlins, except BOT CHORD 2x4 SPF-S Stutl end verticals. WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling directly applied or�0-0-0 w 6racing. ' REACTIONS Qb/size) 7=�99/03-8 (min.0-L8),3=38/Mechaniral,6=-Z/Mechanical Max Horz7=79(LC 6) � Max Uplik7=-27(LC 6),3=38(LC i),Fr-22(LC 8) Max Grav7=199(LC 1),3=14(LC 4),6=18(LC 2) PORCES Qb)-Maz.Comp/Mae.Ten.-All Porces 250(Ib)or less excep�when shown. NOTES (7-10) i)Wind'.ASCE�7-05',90mph;TC�L=6 Opsf�,BCDL=6.Opsf',h=25ft;Cat.II;Exp B;�enclosetl;MWFRS(low-nse)gable end zone antl C-C Exleris(2)mne',cantilever left and right exposed;end vetlical lefl antl right exposed;GC for members and forces 8 MWFRS for reactions shown;Wmber DOL=1.60 plate grip OOL=1.60 2)This tmss has been tlesigned for a t0.0 psfbottom chord live load nonconcurreN with any o�her live loads. 3)Referb girder(s)for tmss to tmss connections. � 4)Providemechanical connection(by others)bf tmss to bearing plale capable of wi�hstanding�00 Ib uplift al joinl(s)7,3,6. 5)This imss is designed in accordance with ihe 2006 Intemational Residential Code seclions R502.1 i.t and R8021Q2 and referenced stantlard ANSIITPI 1�. 6)"Semi-rigitl pitchbreaks.with fixed heels"Member end fixity model was used in ihe analysis and design of this ttuss. 7)1. Additional stabilily brecing for tmss system,e.g.diagonal or X-bracing,is always requiretl. See e) BCSI�. 9)23.It is extremely importanl to properly instalflemporary lateral reslraint and diagonal bracing,in , 10) accordance with BCSI-B2 or using proprietary melhods(e.g.Stabilizer,etcJ. � LOAOCASE�S) Standa�d . q�„i3i;ifitp � G �a��ttt��'�3��j.� `�'*Jf�i ' ^ °� '�^�.i$T�..„yG�`�„�1�;°- C`A'�i'ie},. '''F'-, q, � � :,�. �} , � w ;� r'E-§5032220 �: _ � e _ 6TA-<E OF ' ? : .. b �= ,�y �5,��1�"�°'DI aK�.�'.S'�� f' t 1'�il�'tfrtttttl��i�ii'��,�~� - -' -- -- - — - - - — . . July 3,2014 � WARNING PI N ghty '� IM1 c 1 l Ackn I dg 1 !Pr B Id S�a d d T ! M ! ed P d ct f .V ry d 'g p 1 d tl t iM1' T Og � ' gtl�hOJRf SM1t( 0314)bf OfyMTk ipil � Ilb tlft� t d 'gdw9� b I'dTM1I tl -gdag� dt � pl ... f �P �I�Y� �M1 tl i9 (�M1 91E� P �tlPCftlM1 - .Th tl �9 P( .Idtl 9cod( lhlry 4 ItM1 P t� nyph I � b Itlng Ih re pon hlry Rb Owne iM1 Ow iti tl g t -iM1 3 Itl g� 'g p ANSIItPIi L t I l td q at h 'tl �� I b dcM1�tl � b - p ' nb kl' g ly ollo b IJ g tab'Iryb 9 Atld'UO�Ilmpo ry tanUdiag Ib - g� - i tiltytl g � c� � Ne p s�lryofihet s'ns.aller. Atltllonalpertnanenlb Id g 1 tilirybr g tl� � II 1 t " tM1 es?onsblryo(iheOwn r IheOwne(saut� ' d g t rih B ld' gD g ,-perOelRC �heIBC tl ANSIrtPI L Fwgen Ig �tl egerd gtl g � �It ,I b' lion,qvaltywnlmi storage dalvary eraq I � I Ialol tl0 g I� � g wnsutlNeletest dC !tM1 ' iRC,meiec,nNSirtaiimeecsis�mmarv�nee�sa�mo�ecsi�(eaia„sccmco�e��saie�ymro,maro��a�aiamer,omsecna��.,.se��a�so-y.�oma�aa,rrere�ea�s�auro��mo�maro� ENG/NEER/NGt�r supPlietl in ehe lobsile package.TM1e Wss designer or Wss tlesign engineer(also aelned as a specialry engineei)Is NOT the Building�esigner ol Ne OuilOing. JOb Tmss TNSSTYPe Q�Y Ply FISCHEROBF-W9 184441] 9t4416469 J12 Jack-Open Tmsz � y Job Reference o tional) PROBl11L�, M110pRE5VILLE,IN46158 T630gOq1e2D13Mil'eklnausVies,Inc.WetlJU10315:ib.1�201APage1 ID:hO'/�78UnL341qT1 s31V00Jfizry�]-mEgjktlxiZUpFf7aPDqespkrESRl2HvbbeeaJkz03iV -i-z-a a:ira. � 1 2 0 , 0 11 B � � Scale_1'��' 4 3 I 2x4 II moo iz � ^ � I �j . 1 � 5' �Y�.V 6 I ] 5 i5x4 II 0-1�� 0-11-8 tOADING(psfl SPACING � p_0-0 CSI DEFL in (loc) I/deFl LJd'. PLATES GRIP TCL� 25.0 Plates Increase 1.15 TC 0.20 Vert(LL) 0.00 7 >999 240 MT2� t69(123 TCOL 10.0 Lumberl�crease M1.tS BC 0.05 Vert(TL) 0.00 7 >999 180 BCLL. OD Rep Stress Incr Ves WB 0.00 Hoa(TL) -0.00 3 Na n/a BWL �OA Code IRC2006/TPI2002 (Matrix) Weight:4lb FT=20% LUMBER - BRACING TOP CHORD 2x4 SPF-5 Stud I TOP CHORO Stmctural wocd sheathing directly applied or 0-11-e oc purlins, except BOT CHORD 2x4 SPF-S Stud entl verticals. WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracin9. REACTIONS Qb/size) 7=199/03-e (min.0-1-e),3=38/Mechanical,6=-2/Mechanical MaX Horz7=79(LC 6) Max Uplift7=27(LC e),3=38(LC i),6=-22(LC e) Max Grev7=�e9(LC�),3=14(LC 4),8=�8(LC 2) FORCES (Ib)-Max.CompJMax.Tea-All forces 250(Ib)or less except when shown. NOTES (740) i)W nd ASCE 7-05;90mph',TCDL=6.�psf;BCDL=6:Opsf{h=25$Cat.II;Exp H;enclosed;MWFRS Qow-rise)gable end zone and GC Exterior(2)zone',cantilever left antl right exposed;end vertical lett and right exposed',GC for members and fofces&MWFRS for reactions shown;Lumber DOL=1.60 plale grip DOL=1.60 2)This truss�has 6een designed for a 10.0 ps�6ottom chortl live load nonwncurrent with any other live loads. 3)Referto girder(s)for truss lo tNss connections. A)Provice mechanical conneclion(by olhers)of tmss to bearingplate capable of withslanding 100 Ib uplift at joint(s)7,3,6. 5)This truss is desi9ned in accordance with the 2006Inlernational Residential Code sections R502.11.1 and'R802.102 and referencetl standard ANSI/TPI�. 6)"Semi-rigitl picchbreaks with fxedheels"Member end fixiry motlel was used in Ihe analysis antl tlesign of this Vuss. 7)L Additional stabiliry bracing for imss system,e.g.tliagonal or X-bracing,is always requiretl. See� 8) BCSIi. 9)23.If is exUemely importanLro propedy install4emporary laterel fesVaint and diagonal bracing,in 10) �ccordance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.). LOADCASE�S) Stantlartl li;;i?•q;3;:p�; , �� yl�t(i�'cLL.f t€ e�r''��, \' J ...�. {,, T m��.e'�\ji��'��`rj��1r% ° �`°'�`� �Q��'r4'Yri i� t�L-5��[�� (f 9 wfi}lAl�a�,t' °^Q a` �r�Q.i,��'ffl�fl�A.F.`�"..i' �/ ,\\ �r�` .� �s . .=•'e�� y4y� _ �/�. _ f�71V'�il.C' lAyY - ��td$}lIUS4ll��'tiL - - -- -_ . - - - July 3.2014 � WPRNING PI IM1 9hly " IM1 C t ( A k I dg t f P!9 la St d tl T f M !ct tl P tl � ! .V fy tl g p 1 �tl d l iti T � g �D ' g d I� 0 J R I 6M1 t( 0316)b (o .O ly M-f k ct pl 1 II b C t ih t d 'g d g t b I tl,Th t tl -g tl g� d t ait:��. ccePl i �PO. bllYl t� tl '9 !ih 91 V P t PntlM1 .TM1 tl �9 P(. . I tl 9 dl 1 bllY d � !tl' p if yp r( I Q b Itl g� ih �po blry flM1 O eriM1 O ( - Ib d g t tM1 B Id gD �g p ANSIITPII.'Lt I t �tl �g t M1 'd E I � E patl � h e ! mp b kl g ly otlo h Itl g t bl�ybr g AGd4o It p ry VanUd g Ib �' gl � t �Itytl g t cf � i�e p stil�yoliM1et sTSteller. Atla�onal permanent bu Id ng stati liry�rzc ng o!�M1e ove211 Imqure-s�M1e respons b I ly o��Oe Owner��e Owneh a WM1Or ze0 agent or I�e Bi Itl ng�es gr eq per Ihe IRQ I�e 16C antl ANSI/TPI t Por generel gultlence regardinq tlesign responsibilities,(eLfirellon,quaGty rvn�rol,storage,tlelNery,ereclion lateral resVaint an0 tllagonal 6racing,consul�Ne laiest etlilion of Ihe iac,meiec,nrvsirtPii,meacas�mma�y:neeis,��dmracsi�e�uei�ycompooemsareymmi„ia��o�la�a�iaeieo-omsecnaiww.�.seu�c�svy.�omn�aa�yreiatea�i�:�auaao�'��ro�aro� ENGINEERINGccc supplrea In iM1e jobsite package.The Iruss tlesignermtlmss tlesign engineer(also Ee0ne4 as a specially eng:neer)Is NOt me Building�esigner o!iM1e builtling. Job Truss Tmss Type pty Ply piSCHeR oeF-m9 614416468 Jt3 !xk-ClosetlTrvns 8 1 J bR f �pC p PROBUILQ,MOORESVILLE,IN 46158 ]430 s Oq td 2413 MiTek InJUSlries,Inc T�u JW�3 13'S6 O6 3014 Page 1 IO:hO WI8UnL341qT1 s31V00J6zrp07-CUyXTkT?zAnuj?SF9uVn5jhkR W5�H6zY1 z9iwz?lit -1-2-0 4-5-� � 120 450 � 3x4 I I Scale=1�.30,8 3 12D0 12 � � 3x4 II rv� Z 5 I �� I I I I y 5 2e4 II 6x6 J 4-5-� 4-5-4 Plate_Oflsets(XYL [2_0-2_0,04-41 f3'Etloe0-2-8],_�4'0_0-60.2-81 LOADWG (ps� SPACING 2-0-0 C51 �EFL in (loc) I/defl L/d PLATES GR�P TCLL 25.0 Plateslncrease L�5 TC 0.17 Vert(LL) 0.03 4-5 >999 240 MT20 169/123 TCDL 1Q� Lumberincrease t�5 BC 021 Vert(TL) -0.05 4-5 >972 180 BCLL 0.0 RepStresslncr Ves 'WB 000 Horz(TL) 0.00 4 n/a n/a BCDL �OA Code IRC2006/iP12002 (Mattix) . Weight i81b FT=20% LUMBER BRACING TOP CHORD 2x4 SPF Nn2 TOP CHORD Slmctural wood sheathing directly applied oc4-5-0 w pudins, except BOT CHORD 2x4 SPFS Stud end verticals. WEBS 2x3 5PF No2 BOT CHORD Rigitl ceiling directy applied.or10-0-0 oc bracing. REACTIONS (Iblsize) 5=292/0-3-e (min:0-1-8),4=�76/0-1-8 (mirt 0-L8) Max Horz 5=�70(LC 5) Max Uplift 5=�2(LC 4),4=81(LC 5) PORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP�CHORD &5=-255/98 NOTES (9-12) 1) Wind:ASCE 7-05',90mph;TCOL=6.Opsf,BCDL=6:Opsf h=25R;Cat II;Exp B;enclosed;MWFRS Qow-rise)gable end zone antl GC, Exterior(2)zone;canfilever IeR antl righl exposed;end vertical left and fight exposetl;GC for members antl torces&MWFRS for reactions showq Wmber DOL=1.60 plate grip OOL=1.60 2)As requestetl,plates have not been designed m provide for placement tolerances or mugh hantlling and erection conditions. il is the responsibility of Ihe fabiicator to increase plate sizes to account(or lhese factors. 3) This lmss has been tlesigned for a 10Apsf bottom chord live load nonconcurrent wi�h any other live loads. ' 4) Bearing at joint(s)4 considers parallel to�9rain value using ANSI/iPl 1 angle to grain formula. Builtling designer should verify capacity otbeanng surface. 5J ProJide mechaniwl wnnection(by olhers)of truss to bearing plai=at joint(s)4. � fi) Provide mechanical conneclion(by others)of Imss to bearing plate capable of withstantling 121b uplift atjoint 5 and et Ib upliFt atjoint �� 4. '� /, 7) This truss is designed in accordance witn the 2006 Intemational Residential Code sections R502.1 ti antl R802.102 and referenced ��si�^�'`'�'��ff'ji� �" standardANSIITPI i. � .,�' l;.'�n��l (j F✓sr e) "Semi-rigitl pitchbreaks with fixed�heels"Member end fxiry model was used in the analysis and tlesign o(this lruss �J°' �1� .'^" t," 4�''�.dr{^ 9) 1, Addltional stability bracing for tmss system,e.g.diagonal or X-bracing,is elways requlretl_ See �yq�` - 'y�1ST� �y':,y w to) BCSI1. � � �^ S��"'� ' t�;fi''S>��, 11) 23.II is extremety important to pmperly install temporary lateral restraint and diagonal hracing,in i'�-f i 0 i222C) � — 12) accordance wi�h�BC51-B2 or using proprietary methods(e.g.Stabilizer,elc.). m s LOAD CASE(S) Standartl " "a �^ STATC OP ' Y' y ��i„��..� '��`�{7#A+„�',•'�-�u'"' i .<', ^ ,_ •� �„` .: f,''dslrj i/?J71l11=��}l�}Y1, . - ---- ---- . - - July 3,2014 � WARNING PI U ghly ' Ih C � � A kn I tlg � (P 8 Itl S� d d T t M f ct tl P tl � ! .V ry tl g p t tl e tl �s l� T D 9 D -g tllh OJRf SM1 t(re.0319)bf .OIyMTk d pl � M1llb Ct ih t tl g tl gt b Id. Tp t tl -g tl g d t [a+Pl f P stiltyt ihtl 9 �fihe - 911ss p .. ttlPitlh ' .TM1tl -9 Pt� I tlg dl ,� t �IIY � ��ItM1 0 eti YPtl �I B bultl g Ih p blty. ft� Cw r tM1 O f IM10 tl g lorlheB Id gD g p HNSI?Pll. L t I � �tl g t M1 "nC C I b d h tl b� arebrwmpressonbckingonly,notlorbuldngslatil'tybracng.Atld�ionallempraryresVan�tlagonalbracngto'ns eslabftytlurngconsimtlon"sNeresponstilryoliM1e�mss-ns�aller. Atl0" Ip anenib ld g I OItYO ' g ft� � II t t ' iM1 esponsb"IryolNeOwn ih O f lM1OnreOageitortM1 B Id gD g � periM1eIR4�M1eIBCantl d ANSIITPIt Fo�gene Ig �tl regartl gtl �9 p � hl� � ��b ca(on,quaflyconVol s[ot g ,-0 I ry, �on la�eral�estran� dd 9 10 ' g wnSNl��elales�ed(onolt�e � '° iaqmeiee,nrvsirtaitmeacsis�mma�ysneeisa�morecsi�a�iaogcompo�emsa�e�ymro�aro��n.�aiameno�secna��.�,.ser�a�:vy.�oma�aa�y.eia�ea��s�ana�o�'mo�maro� EN('iINEER/NG(tc suFPlied In t�e jo�site paGage.The�mss tlesigner or imss tlesign engineeryalso delinetl as a s0ecialq engineer)Is NOT ibe Builtling�esigner of t�e Ouild ng. Job Truss Tmss Type: �ty Pty FlSCHER oBF-m9 10C41219 B1441fi466 J14 Jack-Closed Tmss � � JobReference lo �bna0 PR09UIL0, MOORESVILLE,IN 46158 , 1.430sOU142013MiTeklnGUSVies,inc. WedJU10215'.11:102�td Page1 ID:M1OVNBUnL341qT1 s31V00J6zrp07-mEgjkdxiZUpFf]aFDqespkrDpf%a2HvbbeeaJkz03iV 4-0-� 2-2-01 3-�-1� � 1-0-0 � 2241 ��d�1E 3x4 ° Scale=1:�95 3 4 x4 II 3-d n I izoa iz 5 2xa II �.3 2 � � � 5 6 lo II_� J 5. � � LSxb // 6 i5x4 II &2-11. 3Q4 � 22-01 ' 0-11$ Plate Ofisets(X Y): �3'.0-2-8 0-2-0]�5:0-2-0,0-0-fi] LOAOING(ps� SPACING p_0-0 CSI DEFL in Qoc) I/defl Ud PLATES GRIP TCLL 25.0 Platesincrease t15 TC 027 Vert(LL) 0.01 5-6 >999 240 MT20 169H23 TC�L 10.0 Lumberincrease t15 BC 0.13 Vetl(TL) -0.01 5-6 >999 t80 BCLL 0.0 Rep Stress Incr NO bVB 0.00 Hori(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006(TPI2002 (Ma�rixJ Weight: 111b FT=20% LUMBER ' BRACING TOP CHORD 2x4 SPF-5 SWd TOP CHORD Stmctural wood sheathing directly applied or 3-2-1 oc pudins, except BOT CHORD 2x4 SPFS SWd end verticals,antl 2-0-0 oc pudins'.3-4. WEBS 2x3 SPF No2 BOT CHOR� Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 6=217/03-8 (mia 0-1-8),5=100I0-LB (min.0-��-e) Max Horz6=102(LC 4) Max Uplift6=-44(LC 5),5=-89(LC'4) FORCES Qb)-Max_Comp./Max.Ten.-All Porces 250(Ib)or less except when shown. NOTES (�3-16) i)Unbalanced roof live loads have been considered for this design. Z)Wind:ASCE 7-05;90mph;TW L=6.Opsf',BCDL=6.Opsf;h=25fl;Cat.II;Exp 8',enclosed;MWFRS(low-rise)gable end zone;wnlilever left and rigM exposed;end vertical left and right exposed;Lumber DOL=t60 plale.grip DOL=1.60 3)Provide adequate tlrainage to prevent water ponding. 4)This tmss has been tlesigned�for a 10.0 psf bottom chord'�IiveJOad nonconcurrent with any other live loads. 5)Bearing atjoint(s)5 consitlers parallel to grain value using ANSI/iPl 1 angle to grein formula. Building designer should verify capacity .of beanng surtace. 6)Pmvitle mechaniral connection(hy olhers)af�mss to bearing plate a�joint(s)5. 7)Pmvide mechanical conneclion(Oy olhers)of lmss to bearing plate capable ot withslantling 1001b uplift at joint(s7 6,.5. 8)This tmss is designed in accordance with the 20061ntemational Residential Cotle seclions R502.11.1 and R802102 antl referenced standard ANSI/TPI 1. 9)"Semi-rigid pitch6reaks wilh fixed heels Member end fixiry model was usetl in lhe analysis anddesign of this[mss. 10)Graphical pudin representalion does not depicl Ihe s¢e or the orientation of the�pudin along the top�and/or boltom chortl. 11)Hanger(s)or other wnnection tlevice(s)shall be provided suffcient lo support concentratetl loatl(s)621b up at 2-2-11 on boHOm �G chord. The tlesign/selection of such connection device(s)is the responsibility of others �kl i 1:rii�t /°� 12)In the LOAO�CASE(S)section,loads applieH to Ihe face of lhe tmss are noted as front(F)or back(B). � ' t�ti;�'' ��6-t='t3 �`_{,, 13)1. Atltlitionalstability bracing for truss system,e.g.tliagonal or X-bracing,is always required. See ��,, 1 �. C��,. ;,r 14) BC511. :' �..�', ',�laf�'jyi'�>.�i�e �5)23.Ifis exVemely important to properly install temporary lateral restraint and�diagonal�racing,in � � :�;��i'.� 6�; (S� '' 16) acmrdance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,elcJ. � �^ � �^� � ; F�-11G12�2D •, — LOAD CASE(S) Standard — � = � 1)Regulac Wmberincrease=l.iS,Platelncrease=L�5 ` � � ' � ° ' Uniform Loads(pl� s�`•. STA7E 4}p .=,�fi � Vert:L2=-70.23=-70:3-4=-70,5-6=20 'f � '':!'jN77aq�.:P,,''�.j'�/ : ConcenUated.Loads(Ib) �P��f L.�f;;�'rA4'u�;,l+�`,,��` Vert:7=27(B) - - r"t''��tNIESStti\A• ------- . . _...-- - — — - July�3,20]q � WARNING _PI N ghly - IM1 C 1 ! Hk Itlg t !P B 'ItlSI tl tlT f M t � tlP 4 �'.� .V tytl �g p � tl tl t iti T-� 0 g D � g tl�M1 �JR ! SM1 t( D3t4)bt .OIyMTk ct p11 M1llb tll M1 t tl g tl gl 0 fE.Tti � a 'g E g- d t 01 f P �ItYI t�-tl 9 fIM1 911 po �d01ah � .TM1tl 9 Pl ,I a9 41 , I �ItY tl tiF c P �! �ypn I � b Itl g IM1 �p blty flM1 Ow e tM1 O l aNho tl g t t�eB ld g0 p pe HN51/iPl1 L 1 I t ttl g i h �d a I � C M1 a 0 ebrwmpressone ckingonly,notlorGUltlngstatililybracng.A0dlonal�empo2ryresvamd gonalbraangto�nsueslablryUUrng onsimqon9NeresponstilryofiM1efmss�nstaller. HW ilional petmanenl bulltling slablbty b�radng o!Ihe ov¢rell slrutlure Is I�e responsi�ility of I�e OWner,iM1e Ownef s author¢atl agen�or ine Bulltling Oesigner,par tFe IFC,IM1e IBC and ANSIITPI 1. For gen I q �tl e regard g e 'g �� p � 'bi t� t 0�w�ion qualry con�ml,sto g J I ry,- [I ,I t I Vaint d tl� g I b - g,consult IM1e la�est dt i in '" iac,-me iac,nNSirtan ine ecsi t�mma�y-snee�s a�aror ecs(e�imoy compo�em sarey ioro maro�7 a�atame irom seen ai�;�.w.stu�a„svy:�om a�e am reiaiee��sian r o'�m�m�roo ENG/NEERlNGLLc smpl'reE in�he jobsite Oackage.The Wss Oesigne�o�truss tlesign engineer(also tlefinetl as a special�y engineer)is NOT�M1e Building Oesignet ol iM1e builtling. Job Truss TrussType aty Ply FlscHeaoeF-m5. 164a1220 B14a16a66 Ji5 , Jack-Closetl Tmss 1 1 Job Reference optionaq PROBWL�, Mo0RE5VILLE.IN a6156 ]430sOCt142013MiTeklndusines,Inc WedJU1�215�.1t112014 Page1 ID'.hOVN8UnL341qT1s31V00JEZrpW-EQES�ryyKKOx6HH9SnYf5LyNOf3smnk8kq108rBZ03iU 4-0-0 1-10-1 I 324 ' ia-o ' i-io-i im-o ' 3x4 = Scale=l.1].5 3 4 x I� J 34 � / 12D0 l2 2xa II 45 t-3 I z 6 oi ' ^ SS lo II U I — � 5 15x4 �/ fi 15x4 II 1-00-0 32-1 1-104 ' 1-0-0 Plate Offsets(X y)_[3:0=2-8 0-�-0]�[5:0=�2-2 0-0.10] LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tleA tJd PLATES GRIP TCLL 25.0 Plateslncrease 1:t5 TC 025 Vert(LL) -0.0� 5-6 >999 240 MT20 169/123 TWL 10.0 Wmberincrease 1.15 BC 020 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO N'B 0.00 Horz(TL) -0.00 5 n/a n/a BCOL 10.0 Cotle IRC2006lfP12002 (Matrix) Weigh�:111b FT=20% WMBER BRACING � TOP CHORD 2x4 SPFS Stud TOP CHORD Stmctural wootl s�eathing directly applied or 3-2-� oc pudins, excepl BO7 CHORD 2x4 SPFS Stud end verticals,antl 2-0-0 oc pudins'.3-4. WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS Qblsize) 6=25V0�-e (min.0.1-8),5=156/0-1-8 (min.0-1-8) Max Horz6=90(LC 4) Max Uplift6=-5t(LC 5),5=-66(LC 4)� FORCES (Ib)-Max.CompJMax.Ten.-All forces 250 Qb)or less excepl when shown. NOTES (12-15) 1)Wind:ASCE 7-05;90mph',TCDC=6.Opsf BCDL=6.Opsf;Ii=25ft;Cat.II;Exp B;enclosed;.MWFRS Qow-rise)gable entl zone',wntilever left and nght exposed;entl vertical leR antl right exposetl;Wmber DOL=1.60 plate grip DOL=t60 2)Provide adequate drainage to prevent water ponding. 3)This tmss has been designed.for a�0.0 psfbottom chord live load nonconcurrent with any other live loads. 4)8earin�at join�(s)5 mnsiders parallel to grain value�sing ANSI/TPI 1 angle to grain formula: Building designer should veriry capaciry of beafing surface. ' � � 5)Pmvide mechanical connection(by others)of tmss to bearing plate at joint(s)5. 6)Pmvide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,S. 7)This Vuss is tlesignetl in accordance wilh lhe 2006 Intemational Residential Code sections RSa2�1.1�and R802.1 d2 antl referencetl �standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks wilh fixetl heels"Member end fixiN model was used in the analysis and design of thistruss 9)GrapMCal purlin representation does not depid Ihe size or the orientation of the purlin along the top and/or bottom chortl. �0)Hanger(s)or other connection device(s)shall be pmvided sufficient ro support concentratetl load(s)637b tlown and 49ib up at 1-10-1 omboHOm chortl. The tlesign/selec[ion of such connection device(s)is the responsibiliry of others. 11)In the LOAD CASE(S)seclion,loads applied to ihe face of lhe tmss are noted as front(F)or back(B). } .�i:�Y.ii�j- (f 12) i. Atltlitional stability bracing for tmss system,e.g.diaganal or x-brecing,is always required. See� t1' �'h ,1- �y��Pxf . �s; 13) BC511. ' �,�`' � .,_ Qw /,- 14)23.It is extremely importan�to propetly install lemporary laleral reslraint anddiagonal bracing,in : '� "�r " .,`"-f w 15) accordance with BC51-B2.or using proprietary melhods(e.g.Stabilizer,elc.). �-��:}'�,�`4',��'��F'�.��` .. � G� , �, .-'- LOADCASE�S) Standard = R`-i�0�2224 �' 1)Regular:,Lumber Increase=L�S,Plate Increase=1.15 Uniform Loads(pl� ; „a-: �j..�T��r ' 2 4 Vert'L2=70„2-3=-7Q 3-4=-70,�5-6=-20 ;, �'1 = �: ConcentratedLoatls(Ib) '� �,E.'^.,.f"sLfa¢,N�`:°,y� j'' Vert:7=-63(F) ��1��`t'v't.':;.1.�'Yy 4.�1�'�^. '1J'/it73ll1a11'n'N . .---- --.. — —.— . -- July.3,2014- - — � WARNMG PI t� gM1ty " I� C t mefs Ack I dg t I Pr 8 ltl 51 tl tl T t M f t tl P tl l f .V !y e g p � t d tl t �M1 T p �g �� - g tlN OJRf ceSM1 t( .0314)bf .OIyMTkco n pit � II� d� �M1 1 tl �g tl gt p fd.Tti t tl �g tl vng' d 1 art pt f p bllyl iM1 tlesgn f�F gl t p itl p"ct tlM1 � .TM1 tl g pt �,I 0 g tlt 't bily tl iN p � if yp h I � � � 'li g i iM1 p h Ity !Ih (.W e 1� O � f aWho tl g n� t�e 0 Id g 0 -g p AN51/iPl L L t I t 10 g t M1 'd '� I h tl cli tl be i ompresson�ekingonly,noi�or�ultlngs�atilirybracngNtld(onaltemporaryreslranVa gonal�raangro-nsuestabl�ytlunng onsimcfon'sReresponstilryo/tM1etiss'nstalier. ACEltionalpermanenlbuiltlingslabiliybracingotlheoveallslmcWreislM1eresponsihiliryoRM1eOwner,IM1eOwnehaulM1OnzetlagentorlheBUiltling�esiyneqperOieIRC,NeIBCand � ANSIRPII. Forgeneralgudanceregardngtlesgnrespon'b'f( f b-w�ion,q Iry � 1, t g- tl I ry;erec(on IateialresVant Od g I��acing Ilihela�est dl- ofihe. iec;ineiec,nNSirtai�,meecsi��mmarysnee�s,a�o,o�eesiieammecomeo�emsareymm� r �� aiaeieo-omsecns�,.so�� a �n. o �see 'y i ieamsau r - m�mauo� ENGINE£R/Nfaac supplietl'm t�e lobsite package.T�e tmss designer or imss design engineer(also de(ined as a specialty engineer)Is NOT IM1e 6uiltling Oesiyner of t�e buil�ng. Job Tniss TrussType pty Pty FlSCHER08FO15 I8441221 814a16CFB Jifi Jack-Cbsee Tmss 5 1 Job Reference(optional PROBUILD, MOORESVILLE,IN46158� ��]630sOtl142013MiTeklndusVieS,Inc. WedJu10215.N:11Y014Page1 IO:hOW18UnL341qT1 s31V00J6zrp0]-EQE5ryyKKOx6HH95nY(SIyNPJ3u9nk8kqlO8rBz03iU �9_0 3-21 � -0-0 ' 3-2-1 1.5xa II Scale=9244 3 12 00 12 d � 3- v3 .x4 II r 2 2$ I � � I 4-s �o _ I q 5� is.a �i 1 5x4 11 3.2-1 3-2-1 Plate Offsets(X Y): 14:0-2-0 b-0-6� LOADING(ps� SPACING p_0-0 CSI DEFL in (loc) I/tlefl L/d PLATES GRIP TCLL 25.0 Plalesincrease 1.15 TC 0.16 Vert(LL) -0.01 45 >999 240 MT20 1fi9/�23 TCDL 10.0 Lumbe�lncrease 1.15 � BC 0.1� Vert(TL) -0.01 45 >999 180 BCLL 0.0 Rep Stress Incr Yes N/8 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006(fP12002 (Matrix) Weight: 121b FT=20% LUMBER ' BRACING TOP CHORD 2x4 SPFS Stutl TOP CHOR� Structurel wood sheathing directty applied or 3-2-� oc putlins, except BOT CHORD 2x4 SPFS Stud end verticals. WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling tlirectly applietl or 10-0-0 oc bracing. REACTIONS (Iblsize) 5=225/03-8 (min.0-1-8),4=119/0-1-B (min.0-i-8) Max Horz5=125(LC 5) Max Uplik5=14(LC 6),4=61(LC 5) FORCES (Ib)-Max:Comp/Mzc.Tea-All forces 250(Ib)or less ercept when.shown. NOTES (8-11) �)Wnd:ASCE 7-05;90mph',TCDL=6:Opsf,BCDL=6.Opsf;h=25ftj Cat II;Exp 8;enclosed;MWFRS(low-rise)gable end zone and GC Exterior(2)zone;cantilever leR and right exposed',end vertical lef;and right exposed',GC for members and forces 8 MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=t6� 2)This�truss has been designed for a 10,0 psf bottom chord live load nonwncurrent with any oNer live loads. 3)Bearing at joint(s)4 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capaciry of bearing surtace. , 4)Provitle mechanical mnnection(by others)of lruss to bearing platz al joint(s)4. 5J Provide�mechanical connection(by others)of tmss to bearing plata capable of withstanding 7001b uplifl at�oiot(s)5,4. . 6)This tmss is tlesigned�in accortlance wi(h the 2006 Intemational Resitlential Cotle sections R50211.1 and R802�02 antl referenced standard AN51lTPI 1. 7)"Semi-rigid pitcfibreaks with fixed heels'"Member end fxiry model was used in the analysis and design of lhis tmss. 8)1. Actlitional stability bracing for.imss system,e.g.diagonal or X-bracing,is always required. See 9) BCSH. 10)23.It isextremely important lo pmperly install temporary lateral restraint and diagonal bracing,in �9) accortlancewlthBCSI-02orusingproprietarymelhods(e.g.Stabllizer,etc.). t; ��S�IFt�,,.t,f N f �i1 p �g. �oao cnse�s� s�andara '" gLS� �� L}�.''i� .�`�n�'��iS:�'y��.'d��Y �•:, ; FE-710i2220 '; e s � '?y+=; 5TA;E t}= :i 4�` '� d,t�f'`:�'✓C�3;4!�T�,>�v� `'` �r�� u`4'°.....,,�• f�\ ,*..,'� ' �i;t "fCli'1?.LF-Y ,.il'� .. � 1�11»HI7lS4.i�iPn - - � -- ---- � - - � - — — --- - .. JuIY 3,2014 !. WPRNING PI �� gM1ly � Ih¢ C � ¢fSACkrI0wl2tlgrti � �P 91tl9 0 OT f M Id CP tld 'f V tyd �g p � tl d � 10 T QS� D g D � g � tliM1 OJRf 6M1 �(� Obt4)b ! u .OlyM1k q pl � hlib tlf ih 1 tl 'gntl gt b I'dTM1 t tl �g tla g d 1 � pt ! p bltyt ih tl 9 fN ' 91 T �s P Itl Pn tlM1 " .TM1 tl 9 � PI ,I d 9 d( t b1VY 4 f�li P n t! yp M1 I � C Itl g' �h p CI'ry fIM1 O.v e ih Ow f I�o tl g 1 iM1 B Itl g� 'g p ANSIITPII. L � I t ltl g � M1 'd 'd I b tl M1o0 � b � a 1 rwmpressonb kl g ly� otio b ld g t bl'ryb g_qddT � It p ry strz Vtl g� Ib � gt t bl'tyd g 1 cf ' ��e p nsbl�yaliM1ei w�nsixller. Ad�fonalpe�manen�buldngs.atiltyb2ingolNeove211 t qure9lheresponstillyolNeOweq�heOwne(sauNO�redagenYo��heBUltlngpesgneqpe��heIRQIM1eIBCanO ANSIRPI L.Por generel guitlence regarding tleslgn rasponsi0ilities,feboiratioq Quellry conimi sloraga,GelWery,erection,lateral restreint entl tliegonel bradng:eonsull�Oe latest edrton oltM1e iac,�na iac,nNSirtai t me aesi s�mm�ry snea�s,amror ecsi�e��mi�g comvo�am saiaiy mm�meim�l a�aoeeie«o��secn ai www_rna�a�srty,=om a�a a�y�eia�ea��:muano�'��mrmnco� ENGINEERlNRt�e supplietl in�M1e jobsi�e package.TM1e tmss tlesigner or W ss design engineer(also tlefinetl as a s0ecialry engineer)Is NOT l0e Builtling Oesigner o!iM1e builaing. " JOb TN55 TNSSType Q(y p�y �FISCHEROBFO]9 18441222 B1441fi46B JP Jack-ClosedTmss � � inh Rnfa a ulnnYnna 1 PROHWt�, MCORESVIIlE,IN 46158 ]430sOqi4l013MiTeklndusVies,Inc. WetlJU10215:11:122014 Page1 IO:hO VNBUn L34iqi1 s31 VOp,(fi¢ryp7-icnTBlzy563evRkel FAKU9wa6SFEVVB0u4y]hNtliO3iT -va-o �d-o " ' i-0-o ' sa-a ' s�aie=�ia.a a 3 8.00 �2 � �rv 1-4 2 � IZ' I � I� 5-0 � I I s ` I � 3x6 �I 5 2-0-0 2 4-0 LOADING(ps� SPACING p.0-0 CSI DEFL �„ �in Qoc) I/deFl Ud PLATES GRIP TCLL 25.0 Plafes Mcrease 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 �240 MT20 169/123 TCDL �OA Lumberincrease 1.15 BC 005 Vetl(TL) -0.00 6-7 >999 780 BCLL 0.0 Rep Stress Incr Yes WB 0.00 Hoa(TL) -0.00 3 n/a n/a BCDL �0.0 Code IRC2006/TPI20�2 (Matrix) Weighl:7lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF-S Stud TOP CHORD Slmc[urel wood sheathing tlirectly applietl or 2-4-0 oc pudins, excep� 60T�CHORD 2x4 SPFS Stud end verticals. WEBS 2x3 SPF No2 BOT CHORO Rigid ceiling tlireGly applietl or 10-0-0 oc bracing. REACTIONS (Ihlsize) 7=197J0-3-8 (min.0-L8),6=22/Mechanica1.3=59/Mechanical Max Horz 7=71(LC 6) Max Uplift7=26(LC 6),3=-32(LC 6) Max Grav7=192(LC�),6=45(LC 2),3=59(LC�) FORCES (Ib)-Max.Comp./Mae.Ten.-All forces 250 Qb)or less ercepl when shown. NOTES (7-10) 1)W nd:ASCE 7-05;90mph;.TCDL=6.Opsf;BCOL=6.Opsf,h=25k',Cat.II;Exp B;enclosed',MWFRS(low-rise)gable end zone and PC Exterior(2)zone',cantilever IeR and right exposed;entl veRical IeH antl�righl exposed;GC for members and forces 8 MWFRS.for reactions shown;Lumber DOL=1.60 plale grip�OL=1 BO 2)This Vuss has been tlesigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3J Refer�o girder(s)for lmss to Imss connections. 4)Provide mechanital connecfion @y others)�of tmss to bearing plate capable of withstanding 1001b uplift at join�(s)7,3. 5)This tmss is tlesigned in accordance with lhe 2006 Intemational Resitlential Code sections R502.11.1 and R802.102 and referenced stantlard ANSIRPI 1. 6)"Semi-rigitl pitchbreaks wilh fixed heels"�Member end fixiry model was used in ihe analysis and design of ihis Iruss. 7)1. Adtlitional stability bracing for truss system,e.g.diagonal or X-bracing,is always required. See e) BC511. 9)23.It is exVemely lmportant to propetly install temporery lateral restraint and dlagonal bracing,ln � �0) accortlance wilh�.BC51-62 or using pmp�ietary methods(e.g.Stabilizer,etc.). �.- Y/r7��/p LOADCASE�S) Standartl ' .,;:g3pp;��!„ e��yJd' 1�.. �;''*tr��.a 'A:�. _ �, . ... . �4 :� � t'y '� w '• L • +. ,Yr-t��G1.7�;w��. ��nql"•I- _ ., �'''„ . f� . � � �G-}?fl!2�� 9 ! " ^�9' ° �{�1M11��.}F ' 2' v° l�� `../i'*1 h�T"��+: !. .t ., ��6:_ . � r/�y li{�` ........��1 y\\ ��vj� �*�iit�4��`•1.�Ahy\ EJi'[tllIIS4:t�'t� - - ---- - -- - -_ - -_ - July 3,2014 � WPRNING-PleasetM1Omughlyreviewihe"CUS1ome�sACknowletlgemenlo/Pmeuiltl5tandardTermslorManufacwredPmtlucts':o�m.Ventydesignparane�ersandreatlno�esonihistmss De'g D � g tl ih �J R f 5� 1( W 14)b I .O ly M T k I pl t h II b tl! iM1 t d g tl g t b I d Tti t G g d ' g' d t s � CCept ! pan �ltYf�lhd 9 tA � glt p itlPntlp - .T� tl �9 PI ,I d9 dt lblyntl !tH P tl YPrI I � : 9 b I4 g t�� p bltyol��e0 n Ih O � �h tl g to �� B Itl g� "g p ANSI/Tpli L i I � ' ttleg t ho 'd tl I b tl M1 N b W f p - bking ty, 1f bldgibTlybcgHtltlf It p ry � � Lrlg Ib � gl ' lEl'tytl � g � ct - N p DIry �lOi - tll Atldto Ip a�enib Ia g t b'I'ryb - g It� �� II t cl 1� esp tilq i�h O 1� O '� tb tl g nt th B IdgO g ,p iM1 IRCiM1 IBC tl AN51/rPltf�}gen Ig-tlancereg tl gtl 'g p bll fb- fon.q Ity 1 I torg tl�l ry e It elresire'nt �dg Ib � g, Itt� Itst dt Ith '° iacmeiac,nNSUrait�ineecsi:�m arysneeis,a�arorecsi�e ia�ycomoo�ems�reryi�romro�la�a�iaeier secnaiwww.oe�a�s�y.�omam m�eiaiea-�:�ani �'�m�maro� ENGINEERINGLLC supplled In the jobsi�e package:TM1e:mss tlesigner or W ss design engineer(also definetl as a specialry�engineer)Is NOT�M1e Builtling�esigner�of 1be building. JOb Tm55 TmSSTyPC Qty Ply FlSCHEROBF�O]9 18441223 814416J68 JiB Jack�penTmss � � � JbRf ( pf I] PROBUILC�, MOORESVILLEIN46158 ].430sOCi142D13MiTeklndusines,Inc. WedJU10215:iT12201aPagel � ID:hOIMBUnL341qT1s3N00Jfizrp07-icoT81zy563zvRkeLFAKU9wa2SF9VJBOv2y7hNdz03iT -1-0-� �_Q�3 I 1-0-0 -0b3 Scale=t10] 4 3 i5x0 II tz.00 t2 2 1-0 �� n � , us, � � �I I t5x4 I� 6 5 OE-3 ab-3 LOA9ING(ps� SPACING Z-0-0 CSI �EFL in Qoc) I/tleFl L/d PLATES GRIP �, � TCLL 25.0 Plateslncrease t�5 TC O.t6 Vert(LL) 0.00 7 >999 240 MT20 1691123 TCDL 10.0 Lumberinoease L�5 BC 0.06 Vert(Tl) 0.00 7 >999 180 BCLL 0.0 ftep Stress Incr Ves N/B 0.00 Ho2(TL) -0.00 3 n/a n/a BCDL �0.0 CodeIRC2006/TPI2002 @Aatrix) Weight3lb FT=20% LUMBER BRACING � TOP CHORD 2x4 SPFSStud TOP CHOftD StmcWral wooU sneathing direcdy applied or0-6-3 oc pudins, except BOT CHORD 2x4 SPFS Stud entl verticals. WEBS 2x3 SPF No2 BOT CHORD ftigitl ceiling directly applied or 10-0-0 oc 6racing. REACTIONS Qblsize) 7=229/03-8 (min.0-1-8),3=-106IMechanical,6=-12/Mechanical Max Horz7=72(LC 6) � - Max Uplift7=13(LC 6),3=106(LC i),6=-65(LC e) Max Grav7429(LC t),3=42(LC 6),6=9(LC?) FORCES Qb)-Max.Comp/Max.Ten.-All forces 250(16)or less except when shown. NOTES p-10) 1)Wnd:ASCE 7-05;90mph',TCOL=6,Opsf;BCDL=6.Opsf;h=25R;Wt.II',Exp 8',enclosed.MWFRS(low-iise)gable end zone and GC Exterior(2)mne;cantilever left antl right exposed;end vertical lefl and righl exposed�,GC for members and forces B,MWFRS for reactions shown',Lumber DOL=1.fi0plate grip DO1=1.60 2)This truss has been tlesigned for a�0.0 psf bottom chord live loac nonwncurrent with any other IiveJoads. 3)Re(er lo girder(s)for Gussio truss connections. 4)Pmvitle mechanical connection(by others)of truss to bearing plete Capable o(withstanding 100 Iti uplift at joint(s)7,6 axcept QY-fb) 3=10fi. 5)This.tmss is designed in accordance wilh the 2�06 Intemational Residential Code sections R502.�L1 and R802102 and referenced slandard AN51/TPI t � 6)"Semi-rigid pitchbreaks with fxed heels"Member entl fixity model was used in the analysis and design of ihis tmss. 7)1. Adtlitional stability brecing for tmsssystem,e.g,diagonal or X�bracing,.is always requiretl. See e) BC511. 9)23.I�is extremely important to properly install lemporary lalerel restraint antl diagonal bracing,in � 10) accortlance with 9CSI-B2 or using proprietary methods(e.g.Stebilizer,etcy � '" 4iii5i13:Lit1j LOADCASE�9) Slantlard +�1� r=-.�t� ' Yv`�� Yl'�'......, �¢`�,'i,. ��`;�,�tST:,y�, h% :3' ,'c" �'=��'�,i �r ; FE-?103222'3 ? e o ° '"� '- $Tr1TE 0+=� i�2 4 "i'��J`,.,Jrr'�#bN°^;r�'.�'�.,�� ;? _w�i��i ,�,�`�'vi`.'ALGCa L,�1'�.. ��17IttNlit§1:4{lt� - . -'--__ _-- — - - . - July 3,2014 � WARNING._PI �e th gM1ly -�l� C t ef A kn I tlg 1 �P� B Itl 5� d tl T f M f ci 4 P tl tl 'I .V nty a g pa�am t 0 atl �es tli T � D g � � g d�� DJRt SM1 t( ��.0316)b! .OlyMik tl plt M1llb tlf �� 1 tl 'g tl g� h IdTb 1 tlesg tl g� tl t 5 ccept e !� p bllyf ih tl 'gn fih - gl � ssc p Itl pc1 tlM1 Th tl 'g p( I tl g tlt t blty tl iF p �f yp rt I � �ultl g'SiF p blry flM1eOw iM1 O uth tl g� I N B Itl g� 'g � �ANSIITPII L t I 1 Itl g t M1 � �d tl I b d h Nm b � a ! p bok�g ly tiblCgsibfryb g.AGC� I�mp ry I � Udg Ibogt ' IbLytl ' gco � � � �M1 p 'hlryl�M1t ' �II . .; ' Pd]'( Ip anenlb Id' g l tilryea g -llhe II 1 tt Ih spo blly !�M1 O ,N O r �M1 tl g �t �M1 B Itl gO g p Ih IftC Ih IBC� tl ' FNSIRPII Porgen Ig �tl eregard gtl gn 0 bR I��ca(on,q Iry t I .(rg tll ry� q Il alret �ni tltl' g le � g lit� Il t df !Ih �^ iRC�me iac,nr�sirtai i �ne ecsi s� rv�nee�s;a�a o.aesi�e�im�e comao�e��saiery mro maro��a�T i,ne i om secA a��,:,. ea�a�:��y.�oma�a a�y reiaiea-�s�au�ro��o�aro� ENG/NEER/NGue u>olied In iM1e jobsi�e paUage.TM1e imss tlesiqner or W ss Cesign engineer(a so tlefinetl as a specialry engineer)is N�T iM1e 6uil�ing Designer o(tM1e builEing. Jab Truss TrussType �pry Ply FlSCHEROeFO]s 184n1224 914416468 J21 Jack-Close�Tmss N �1 Job Referencefo tip onal) PROBUILO, MOORESVILLE,INQ6158 ]A]OSOd142013MiTeklndusVies,IncWetlJU10215�.11:122014Paqe1 ID:hOVN8UnL341qT1 s3N00Jfizry07-imT81iy563zvRkeLFAKU9wXUSBCVVHOu2y7hNtlz03iT 14-8 5�� 11 B ' S58 � Scale=1:38] 3x4 II 3 i 1200 12 �� 3- 2z4 II mlZ m i � io � y 5 �3x4 II 2x4 II 5-5-8 S5-B LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plateslncrease t15 TC 0.32 Ven(LL) 0.05 4-5 >999 240 MT20� 169I�23 TCDL 10.� Lumber Increase L15 BC 0.31 Vert(TL) -0.11 4-5 >550 180 BCLL 0.0 Rep Stress Incr Yes W'B 0.00 Horz(TL) 0.00 4 n/a Na BCDI �0.0 CodeIRC200fi/TPI2002 (h7atrix) Weight221b FT=20% LUMBEft BRACING TOP CHORO 2x4 SPF No2 � 70P CHORO Stmctarai wood sheathing drrectly aAP��ed or 5-5-e x pudins, except BOT CHORD 2x4 SPF-5 Stud end venicals. WEBS 2x3 SPF Na2'ExcepY BOT CHORD Rigid ceiling direcly applied or�0.0-0 oc bracing. 3�i 2x4 SPF-5 Stutl REACTIONS Qb/size) 5=331/03-8 (mlrt 0-1-e),4=224/0.b8 (min.0.b8) Max Horz5=198(LC 5) Max Uplift5=8(LC 4),4=-91(LC 5) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excepl when shown. TOP CHORD 2-5=-289/107 NOTES (g-��) 1)Wind:ASCE 7-05',90mph;TWL=fi Opsf',BCDL=6.Opsf;h=25k;Cat.II',Exp B�,endosetl;MWFRS Qow-rise)gable end zone and GC Exterior(2)zone;canlilever left and right exposed;,entl vertical left and right exposed',GC for members and forces 8 MWFRS for reactions shown',Lumber DOL=1.60 plate grip DOL=1.60 � 2)7his Ir�ss has been designetl for a 10.0 psf bottom chord live load nonconcurrenl with any other live loatls. 3)Bearing at joint(s)�4 considers parallel�o grein value using AN51/TPI 1 angle to grain formula 8uiltling desi9ner shoultl verify�apacily of beanng surtace. 4)Provide mechanical connection(byothers)of tmss lo bearing plate at joinc(s)4. 5)Provide mechanical connec[ion(by olhers)of(�uss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 6)This Imss is designed in acco�dance with the 2006 International Residential Code sections R502.11.1 and R802.102 and referenced slandard ANSI/TPI 1. � 7)"Semi-rigid pitchbreaks with fixed heels"Membecend fixiry model was used in the anaysis and design of this Vuss. e)i. Additional staEility bracing for tNss system,e.g.diagonal or X-bracing,is always.required. See 9) BC517. �O)23.Jt is ex�remely important lo pmperly install temporary lateral restraint and diagonal bracing,in ,,;;iiiiifyl» 1�) accordance wlth BCSI-B2 or using proprielary methotls(e.g.Stabil'¢er,etc.)_ `ti;i`",�,��# t�` * L r �onocnse�s� sr�naa�a ti'��.'�,��.iS:�nF„�'�','��r, ` g` :4' p�' -�.y FE-t:Gi222fJ ' � ., a "n�" S3A?E 4.'° ��z'0 '�G,„U.n�=:%"v'D1.0.":4`,,�i`'`„-. �ri u`.� ° ,�S�p. y,� ��f��i�!I I�?�l ti�� --- _ � —_... . _ ..-- -_._ - _ Ju;y3,2014 � wRRNiNC ai �n gny � m c f r nkn iaq i�ta e iesi amT�m r m ta aa d i �t .v eya g p � a aa � s Nsr Oe'g D - g dt0 OJRI Sh t( .0314)bl OtyMTk d� plt � IIE d! tM1 t E g tl gf b Id. Th t � g � g' d t �.=p i p 'tillyi IM1 d .-g ItM1 ' ql t �ss p �dpltlp � .Th tl 'g �pt ,I d g dl , 'ibity tl ItM1 p M! yprt I � _ bulC g' ib p b'I'ty t�M1 Ovn� IM1 Own f � f�o 4 g 1 the 3 Itl g 0 9 p ANSIITPI t L 1 r I t t d ' � h '�d �tl I h 4 h N b - ar lorcompresso CekingonlY.nol�orbuldnqsia�l'ybracng.Atltltonal�emporsryresvanLaagonalbra4ngm'nsues�ablytlurng islrvaon�s�hereryonstil'�yoltM1etmss'nstaller. P4](onalpertnanenlp '10 g t tilrybracngoflM1eoverall t t ' th soonsbltyollM1eOwn ih O ( NorzetlagenlorN B Itl gO g er per�FeIRC IheIBC tl � � ANSIRPItPorSenelgCan regardngtlesgnresponsGl'( tbi 1on,qual'rywmmistorg ,tll ry ton,lateralresVant tltig I Ing,consulithela�estdtno�t�e �M . iac,me iec,nn�sirtai t me ecs s�mman snee�,,a,mro.ecsi�e�ia�e amPo„em sa�e�r mro�maro��a a iaoie o-om secn a„w,V,.soum�s�n. �a a�y reiaeea��s�auar � rom,aro� ENGINEER/NG[tc supplietl In IFe jobsi�e package.T�e Imss Cesigner or W ss tlesign engineer(ako tlefinetl as a specialry engineep Is NOT�pe Builtling Desiqoe[of the builEing. Job Tmss TrussType pry Pty FlSCHEROeF�m9 IeJai225 B1441fi468 M01 ManapitcliTrvss 6 1 J-bRf � ( pC p PROBUIL�, MOORESVILLE,IN4fi158 ]430sOd142013MiTeklntlu5�nes,Inc. WedJU10215:11]32�14Page1 ID:hOW18UnL341qT1s31V00J6zrp07-AOMsMezasPBqWaJquziZRNT1iHsYLFee1Hb1EV3z03i5 4-0-0 6-1-8 1-0-0 6q-8 Scale=t15] 1 Sx4 I I 3 I 400 12 3.4 id 19 2 � i 1 � ?.q � �m 2x4 = 4 I1Sx6 �i Plate Offsets(X Y): f4:0.2-0 0-0-6j LOA�ING(ps� SPACING p_p_p C51 DEFL in Qoc) Ildefl L/d PLATES GRIP TCLL 25.0 Platesincrease 1.15 TC 045 Vert(LL) -0.07 2-4 >987 240 MT20 197/�44 TCDL t0A WmbeNncrease 1.�5 3C 025 Vert(TL) -0.18 2-4�� >395 180 BCLL 0.0 Rep Stress Incr Ves WB 000 Horz(TL) 0.00 4 n/a n/a � ,gCDL 10.0 CcdeIRC2006/TP12002 (Matnx) WeigM�.�7Ib FT=20% , ' LUMBER BRACING ' TOP CHORD 2z4 SPFNO 2 TOP CHORD StmcWral wood sheathing tlirectly applied or 6-0-0 oc pudins, encept BpT CHORD 2x4 SPF Nn2 end verticals. WEBS 2x3 SPF No2 BOT CHORO Rigid ceiling tlirectly applied or�0-0-0 oc bracing. REACTIONS Q6/size) �2=352/0-3-e (min.0-1-e),4=257/0-1-e (min,0-1-8) Max Horz2=74(LC 5) Max Uplift2=-55(LC 4),4=22(LC 6) FORCES Qb)-Max.Comp./Max:Ten.-All fomes 250 Qb)or less excepl when shown. NOTES (&11) �1)Wntl'.ASCE 7-05',90mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat.II', Exp B',enclosed;MWFRS(low-rise)gable end zone and GC EMerioq2)zone;cantilever left and right exposed;entl vertical left and right exposetl',FC for members and forces 8 MWFRS for readions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This tmss has been tlesigned for a 10.0 psf bottom chord live loatl nonwncurrenl with anyolher live loads. ' 3)Beanng atjoint(s)4 considers parallel to grain value using ANSI/iPl� angle to grain formula. Building designer should verib/rapaciry of beanng surface. � � 4)Provide mechanical connection(by olhersJ of truss to bearing plate et joint(s)4. 5)Provide mechanicafconnection @y others)af tmss to bearing plate capable of withstantling 10016 uplift at joint(s)2,4. E)This tmssis designed in accortlance.with the 2006 Inlemational Residential Code seclions R502.11.1 and R802.102 and reFerencetl standard ANSI/TPI�. 7)"Semi-rigid pitchbreaks with fixetl heels"Member end fxity model was used in theanalysis antl design o(ihis truss. e)1. Additional��stability bracing for tmss system,e.g.diagonal or X-bracing,is always required. See 9) BCSI1. 10)23.It is extremery important to propetly ins�all�emporary lateral restreint antl diagonal bracing,In ��) accortlance with BCSI-B2 or using proprietary methotls(e.g,Stabilizer,etc.). _`.j._� � �p;,t, . +�'Y�„�S�F'Ft a> LOADCASE(S) Slanqe�d .;:` �„ �.�. 'w `.��q-'��.�c,71STf�",:t�."�h�': :g.a.: .?°:,v�� ;� FE-310€2220 `: � e '^ "� �: $T,47E'JF ? T �; lr�a+t��dDlAS+�'�4�bw <~ . r�'iii f"/:'"r.!A4i-�y��`�t*� '�IAI7i3ENUi;1 __- _—� _ — — -�. . . � July3,2G14. ._ !. WARNING PI in gM1ly ' iM1 C 1 l A k I tlg t f P oB 1tl 5t tl d T t M t cl O P tl tl"f .V �y tl. �g p t tl tl n l tb' T ��A p 5 D -�g tl�M1 pJR f Sh �( 03�d)b 1 .O IyMT k l pl t M1 116 df �� t tl g Q gt b Id TM1 V tl 'g tl g d t �� p� t p bfryf .Ih tl 'g �� -�gl t s p itl 0 t dh ' Th tl 'g q pt I 4 g dt f blry d oR� mp Ifo nyp rt I Q C Itl g' N �p n bl�y IN O e �� O ( Who tl g t IOeBId gOe 'g p AN51/TPIL Lt I la Itl �g� � h tl E I b tl M1 N b . - f y ' b kl g ly o�fo b Itl g 1�Ol�ybac' g-Add( � I� p ry IanVd g Ib � g n 1 �I�ytl g t ct - �M1a p nstilyof�M1et ss'relaller. Rdoltnafpermanenlbwk'rgstabilyWac'r�gofMeoverzll Wtlwe�s�beresoonstiltyofl�eO�xneribeOwnehauthmzetlagentor�M1eOUIdngDesgneqpertM1eIRC,IM1eIBCand hNSIRPI 1. Por gene:al guidance regaNing design reSponsl�illYe;fabnration;quali�y wntml,storage.tlelivery,ereaon,lateral resVaint antl tliagonal baang,consult�fie la:esl etli�¢m o1Me iac,�naiec.nNSUrci�,ineecsis�mma�ysneeis.aoarorecsi�e�aa��ycompo�e��se�a�ymrormano��a�e�ieeieiro�nsscna��sed-.e�,�ry�oma�aa�y.eia�ea�os�auaao�mm,ma,o� ENG/NEFR/NG¢c supplietl In ihe jobsile package.TOe Vuss tlesigner-or W ss tlesign engineer lalso tlelinetl as a specialry engineer�Is NOT�M1e Builtling Oesigner o!IM1e�uiltling. JOb Tms6 TNSSTyp¢ Q�y Ply FISCHEROBF-019 194412Y6 0144164G8 M02 MonopitcM1 Tmss 1 1 � Job Reference Loptiona0 PROBUILC, MOORESVILLE,W-06i58 �43050ct142C13MiTeklntlus�nes,InCWetlJu10215-.1P.132014Page1 I D:hOlM8UnL341qT1 s31V00J6zry07-AoMsMeiasPBq WaJq uziZRNThisVZFee�HbtE v3z03i5 4-0-0 54L8 � 1-0-0 � 5-11-8 � Swle=t'.155 15x4 II 3 �l 4.oa� � 3< 13 2 ol o 1 2-0 / � 2xa = q � � �� t5x4!i I Plate Offsets(X V)_[4'0-2-0,0-0-61 LOADING�(ps� SPACING p-0-0 C51 � DEFL in (loc) I/tlefl' L/d PLATES GRIP TCIL 25.0 Plateslncrease 1.15 TC 0.42 Vert(LL) -0.06� 2-4 >999 240 MT20 1W/144 TCDL 10.0 Lumberincrea5e ��.15 BC 024 Vert(TL) -0.16 2-0 >430 180 BC�L 0.0 ftep Stress Incr Yes WB D,00 Horz(7L) 0.00 4 Ma Na BCDL 10.0 Cotle IRC2006/TPp002 (Malrix) Weight 171b FT=20% LLIMBER ' BRACING TOP CHORD 2x4 SPF Na2 TOP CHORO Stmctural wootl sheathing directly applietl or 5-11-e oc pudins, excepf BO7 CHORD 2x4 SPF No.2 end verticals. WEBS 2x3 SPF Na2 BOT CHORD Rigitl ceiling directly applied or10-0-0 oc bracing. REACTIONS Qb/size) 2=345/03-8 (min.0-1-8),4=249/0.L8 (min.0-1-8) Max Hoa2=72(LC 5) Max Uplift2=54(LC 4),4=-21(LC.6) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less escept when shown. NOTES (&11) 1)Wmd:ASCE 7-05;90mph;TCDL=6.Opsf',BC�L=6.Opsf;h=25k;Ca�.II;Exp B',endosed;MWFRS Qow-�iseJ gable end zone and GC Exterior(2)zone;canlilever left and righl exposed;entl vertical left and�right ezposed;GC for members antl forces&MWFRS for reactions shown',Lumber DOL=1.60 plate grip�OL=1.60 2)This tmss has been designetl for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3)Bearing atjoint(s)4 conside�s parallel�o grein GaWe using ANSUTPI 1 angle to grain formula. Building designer should veriry capacity of bearing suAace. � - - 4)Pmvide mechanical connection(by others)of tmss to bearing plate aljoint(s)4. 5)Pmvitle mecfianical connection(by ottiers)of tmss to bearing plate capable af withstanding�00 Ib uplift at joint(s)2,4. 6)7his truss is tlesigned in accordance wilh lhe 2006 International Resitlential Cotle.sections R502.1 ti and R8�21 Q2 antl referenced stantlard ANSIffPI t � 7)"Semi-rigid pitchbreaks with fxed heels"Member end fixity model was used�in the analysis and tlesign of this truss. 8)t Additional stability bracing for Vuss system,e.g.qiagona6or X-bracing,is always requiretl. See �� „ 9) BCSH. °.. �^'�� 10)23.II is exlremely important to properly install lemporary lale�al resirainl and diagonal brecing,in � �i) accortlancewitt�eCSl-B2orusingproprietarymethods(e.g.5tabilirer,eteJ. ��' i �g P � d 2 tijt. �` 4��j�(.)�C'e3=�Yl ��f1j, LOAD CASE�S) Standard q, j „ d7 . � Ja .,. ., f`,� �''4 ` g..� ,•"�iST�„ti :� ,�� ;�,�� r`�-;y'? P=—I�?9i2;s20 � U 4 a'�^'� rvJ';e�lEtt}� �`''{! w° %�i�`�� { t��!^.`''.a�•" '� f`.�,�. t}.•A +`� ti �e��i' '°�"^`�.^�t S�L�t'�xY-':``.� � . _ '��tt)tlllft3it':?l�t . ------ - - - - July�3,2014 WhRNWG PI a� t� ghly -� ��e C t ! A k o I tlg 1 f P B Id S� � tl T ! M !ct d P d q f .V !y a -g p m l a 0 tl � i� T � 0 g D - g diF OJRef Sh I(� 03.147b f .O IyM ek �t pla� �M1 II� di IM1 � tl 'g�tl g� 0 Itl.ih' t s tl �g tl � g' o t Rr pl t P blryf N tl� '9 Ith - 91. � m P ItleP 1 tlp TM1 tle 9 PI ,I tl 9 tlf l blry tl iM1' P I! YP tl I � L:OaF�r�� 10 g'-1� p bfry !IM1 O IM1 Own � Ih el g t Br �&fltl gDe g p ANSVTPII. L t I 1 tl g t M1 �� tl 'tl I 0 tlU tl b � 1 fo p ' b kl g ly tt b Idg ib'I'yb gAtltl' It p ry i 'nUd9 Ib � gl ibf�ytl ' g t q N po Dlry lu t � � II � � Atltlt Ip manenlb Idpg ItilryEfeGg fIM1 II INt 1� esp blly RM1�O N O f �h tl q t l� B IdgO 'g �p t� IRC,N IBG tl AN51/iPli. Forgen Ig C . regard gC g p nsblt f Orwtor. q fty 1 I t g �d I'- ry r ,I t I sVan� tld g Ib � g, IttM1 I � s� dt I�� "' iac me iac nNSUrai i me ecsi s��mm n�nee�s:a�aio ecsi�e mmg compo�e��sa�ery mm maro�l a�a iaei=from sscn a�,„w,..sou�a��y.�m a�d a�y reia�ea��s�auaro�-�ro�ar�� ENGlNEERING�ic supplletl In Ne jobsi�e package.The vuss Eesigner or wss tlesign engineer(ako aeAnetl as a specialty englneep Is NoT tM1e Builtling Designer o�i�e builtling. Job TN55 Tf�55Typ¢ Qty Ply FlSCHEROBF-0J9 1844122) 81441fi468 M03 Manopi�c�Tmss i i Job Reterence loofanall PROBUILD, MOORESVILLE,IN4615B ]430sOCY142013MiTeklntlu5�nes,Inc. WedJu10215�.1L142014Page1 I�:hOlM8UnL341qT1 s31V00J6zry07-e?wEZ_CdjJh8k115gDOZa?tqGUH_7 KAVVFCOSVZ03iR $10-� 4_9=0 � Q�0 040-0 49-0 4-&0 6xfi�= Scale=1:5]] 4 � B 3x4 = �z.oa�q �� 3 7 If !o �� 3- m � � ' � 6 5 3x8 II 3x8 = 96-0 9$-0 Plate ORsets(X Y): 4'D-[ 3-0 Etlge] LOADING(ps� SPACING p_0-0 CSI DEPL in (loc) I/deA L/d PLATES � GRIP TCLL 25.0 Plateslncrease 1.�5 TC 033 Vert(LL) -0.19 5-6 >583 240 MT20 169/123 TWL 10.0 Lumberincrease 1.15 BC 021 Vert(TL) -0.47 5-6 >236 180 BCLL 0.0 Rep SUess Incr Yes WB 029 Horz(TL) 0.12 8 nla nla BCO� 10.0 Code IRC2006/TPI2002 (Pda�rix) Weight:531b ,FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.i TOP CHORD SlrucWral wood shealhing directly applied or 6-0-0 oc pudins, except BOT CHORO 2x4 SP 2400F 2,OE end verticals. WEBS 2x3 SPF No2'ExcepP BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 oc brecing. 4-5:2x4 SPF No2 OTHERS 2x4 SPF-S Stud REACTIONS Qb/size) 6=487/0.3-8 (min.0-1-8),8=385/0-2-8 (min.0-1-8) Max Hoa6=289(LCS) Max UpliftB=-115(LC e) PORCES QbJ-Max.Comp./Max.Ten.-Alfforces 250(Ib)or less except when shown. TOP CHORD 2-3=-368/68,5-7=-80/289,4-7=80/289�,2-6=-395/84 WEBS 3-5=264/176 NOTES (8-1�) 1)W nd:ASCE 7-05;90mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25fl;CaL II;Exp 8;enclosed;MWFRS(low-rise)gable end mne and GC Exterior(2)zone;can�ilever left andrighf exposed;end vertical left antl right exposed;GC for members and forces 8 MWFRS for reac�ions showq Wmber DOL=1.60 plate g�ip OOL=1 60 2)This truss has been designetl for a�10.0 psf bottom choitl live load nomm�wrrent with any other live loads. 3)Bearing at joint(s)8 mnsiders parallel to grein value using ANSIITPI 1 angle b grain Formula. Building tlesigner should verify capaciry of bearing surtace. 4)Provide mechanical connection(by others)oEtruss to bearing plate atjoinQs)8. 5)Promde mechanical conneclion(tiy olhers)oftmss to bearing plate capable of withstanding�OO lb uplift al joint(s)except(jt=1b)�8=115. fi)This truss is designed in accortlance wilh the 2006 International Residenlial Code sections R502�.11.t and R802.102 antl referenced ,�' standartl AN51(TPI 1. 7)"Semi-rigitl pitchbreaks with fzed heels"Member end fixity model was used in the analysis antl tlesign of this tmss. � ..t � i•�ititp;� � 8)1. Addilional stability bracing for Vuss system,e.g.tliagonal or X-0racing,is always requiretl. See .,�1�' f / 9 BCSIt. ti^" r�r?`7. �N � J�. 10)23.It is exvertrely impoRaN to properly install temporary laferel restralnl antl diegonal bracing,In S''�4vx�'>"�15��"��'�A��l. 'i�) acwrdance with BC51-B2 or using.proprietary methods(e.g.Slabilizer,etcJ. -`. -t e• 'G F i + .�.� g {�` � =.�.'� : LOADCASE(5) Standard � �'-�jQ��Z� � — K 9 ��J'�.�I�� ''� a f j�a.(�':,til`j�%�"'�".`'l.SLti+`• �i4s,u4�t'.::�Y�=�y��y�j��1 r'Itr'fttt H U 4 t:i�{Ua ___ __ _ - _ July.3,2094 l. WARNING PI N ghly � iF C 1 f Ak Itlg t lP 0145Ue tlT sforManufattu�edP dd'! .V tyd 'g p 1 tl tl teson�lisTmss S�� 0 g D - g tliM1 �JR! Sb t( .0314)bf OtyMTk t pll sM1llb tlf t� t tl 'g tl gt h IdTh t a �g 0 ngnerates . '. � P�a<e M1 P �I'IYI �h �tl 9 ftM1 �' yl t p �tl P�dM1 .TM1 d 9 P� n 1 d 9 dt t blry tl 9li P e t/ YO h I r Q b�IE g' N �p blryol�heDw i� Ow �Y �n dag 1 t� 8 Id gD �g� p ANSI?PIt Lt I ( ftl g t M1 �d"tl I b ntl h d b e ! p � kl g ly, If o ltl g � tifryb g qddtl Ile p ry t ' 1/l g Ib -gt � l�lry�d ' g i ct ' 1 p tilry (iM1 t ' i ll Add't Ip manan�b Id g t �Iyb g t� 11 t q tM1 sp bly?l� Ow tM1 Uv ' ih tl g t h B Itl�g� g p ih IRC ih IBG d AN51?PI1 Poc9e^ Ig'tlanceregaN gtl 'g p sbl� !b'ra(on,q I�y t I,�t g 01' ry, - It I slranl tld g Ib ' g �IttM1 1 t t Uf fm � �" iacm�iaqnrvsirtaii,meecsi,�man=neei:,a�aioecsile-aa�acompo�emsaterymio a�o„7a�aiaeeo-omsecna��,,. e'm��irv.wma�aa�r�eia�ea'�s�anro�-�m.maroo ENG/NEER/NGccc suppNed in 11'ejoDSiie package.The�mss Oesigner or±mss design engineer(also tle0ned as aspecialry eng:neeQ Is NOT�M1e 9uiltling Oesigner oI1M1e builtling. Job TfY55 TNSSTyp2 Q�y Ply FISCHEROBRO]9 18461228 B1441fi463 M04 Monapitc�Tmss 4 1 � Job Ref=rence o tional PR06UIL�, MDOFESVRLE,IN46158 ]430sOCY142013MiTeklntlus�nes,Inc. WedJ�10215'.1L142014Page1 ID�.hOW18l1nL341qT1 s31V00J5iryW-e?wEZ_CdjJhBktlSgDOZa?�qGUD_7 BAVJFCOSVZ03iR 4-9-0 9_8=9 45-0 ' 4-9-0 4xe = Scale=T.5]] 3 � 3x4 = 1200 �2 1.Sx4 O o. 2 fn " 4 2 3xe II � Q i o �4-5 5 p 3xB = 9b-0 � 9E-0 Plate Offsets(X Y): �3'.03-0 Edge] LOAOING(ps� �SPAqNG 2-0-0 C51 DEFL in (loc) Vtleti Lld PLATES GRIP TCLL 25.0 Plateslocrease L�5 TC 0.33 Vert(LL) -Q20 4-5 >570 240 MT20 �69/123 TCDL �0.0 Lumberincrease t15 BC 021 Vert(TL) -0.48 4-5 >232 180 BCLL 0.0 RepSUesslncr Ves WB 030 Hoa(TL) 0.12 7 n/a n/a BCDI 10.0 CodeIRC2006/7PI2002 (Matrix) Weight511b FT=20% LUMBER ' BRACING TOP CHORD 2x4 SP No.i TOP CHORq Stmctural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP 2400F 2.OE end verticals. � WEBS 2x3 SPF Nn2'ExcepP BOT CHORO Rigid ceiling direcUy applietl.or 10-0-0 ocbracing. 3�:2x4 SPF No2 OTHEP.S 2x4 SPF-S Stud REACTIONS (Ib/size) 5=4t8l0-3-8 (mia 0-1-8),7=389I0-2-8 (mia 0-1-8) Max Hoa5=277(LC 5) Max lJplift7=�16(LC 6J FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-369/68,4-6=82/294,3-6=-82�294, 1-5=326i50 WEBS 2-0=272p79 NOTES (B-it) i)W nd:ASCE 7-OS',90mph',TC�L=6.Opsf;BCDL=6:Opsf;h=25ft;�at.II',:Exp B',enclosed;MWFRS Qow-rise)gable end zone antl C-0 Exterior(2)zone;cantilever left and right exposed;�entl vertical lek and�right ezposed�,GC for members and foses&MWFRS for reactions shown;Lumber DOL=�60 plate grip DOL=t60 2)This fruss has been designed for a 10.0 psf bot[om chord live loatl nonconcurrent with any otherJive loads. 3)Bearing at joint(s)7 considers parallel to grain value using ANSb'TPI 1 angle to grain formula. Building tlesi9ner should veriry rapaciry of bearing surface. 4)Provide mechanical connec�ion(by others)of tmss to bearing plale at joint(s)7. � 5)Provlde mechenical connecbon(by olhers)of Iruss to 6earing plate capable of withstanding 900 Ib upltk at joint(s)except�Hb)7=116. 6)7his tmss is designed in acmrtlance with Ihe 2009 Intemational Residentia(COde sections R502.1 L1 and RBO2�Q2 antl ra(erenced �"� stantlartl ANSIlTPI 1. � 7)"Semi-rigid pitchbreaks with fixetl heels"Member end fixiry model was usetl.in ihe aoaysis and tlesign of this imss. A q �� ,:i�l�,.; � � e)�, Adtlitional stability bracing for truss system�,e.g,diagonal or X-bracing,is always requiretl. See L..Li'� „�;,�p�.e IP,, ' 9) BC511. � 5 d.'i.'+.- 10)23.It is axtremely importenLto properly Install lemporery lateral restraint and dlagonal bracing,In .)��.`��', '�iS7.."-.n�'-��i�rrG 11) accortlance wilh.BC51-B2 or using propriefary methods(e_g.Stabifizer,etcJ. ��:r�,�F C'"�-;(C�� LOADCASE(S) Standard ; F`c-i1Gt«220 �; _ e w '4� ' �Tt1TE i}� � Q » ��lr�.r��rT'D744i^-,•''`.y`i�:~ . .. � *.�: r��e'j.�,�.``t'v'Prrii_L{i;`tii4 _ �"f713ttll11l4*3!'�> _ .'—�- —�-- - —� - � !��!V 3,?.014 � uvHRNING-PleasetnorougNyreviewine'CusmmelsACNnowletlgemenlolProBuildStantlartlTermsforManulacWretlPmtluds"toem.veriryGesignparametersanereaonotesonlFisTmss D g�❑ ' g dN DJR ! Sh f( 03t4)�! .OIy.MTk ct plt sM1allbeisedloriM1 1 tl y d gl b I . Th t d �g e g' d te a P� I P bl�Yf�ih d �9 �ih - 911 P t4P14M1 - .Th tl 9 0( I o 9 tl( � 'Iblry d Illi P If Y0h � � � b Itl g ih p blry ItF O t� O � [ �iM1 d g t IIeB Itl gD �g p AN51/TPI1 L 1 I i !e g t � - G'E I b ' h d b p � bklg ty, itbltlg �0ltyb gAtltlt �i p ryst ��Pdg Ib ' gl - tbltytl ' g Id � �M1 p tilryf�M1t IIII _ Atldf Ipeimanenib Itl' g�t tilryb u g fl� II 1 ct � t� spo blry� li� Ow IM1 O f fM1O z d g t tM1 B ld g� 9 ,p IheIRC m IBC 4 - . ANSIRPII Forgen Ig �0 nceregertl gtl g p n bl� f brrafon q Iry t I, to�g tl I' � a I t IresV�nt tld g Ib G g I�t� I � 1 di tih inqmeiec nNSirtaii meecsis�m �ysnee�s,a�mo ecsi�e �ia��ycomp��e��sareymro �ro��a�aiamertomsecna�w,w:se��a�si�y.�oma�e ,�yreiaiea-�s�au ro��m�naro� ENGMEER/NGuc supplied In tM1e jobsite package.Tpe tmss designecor�mss design engineer ialso tlefined as a specialry engineer)Is NOT�he Builtliny�esigner of iM1e builtling. Job Truss 7russ7ype �ry Ply FlSCHERDeF�O]9 18441229 81401fi460 M05' Manopilch Trvss 13 1 JbRf ( �f I) PROBl11LG, MOORESVILLE,IN�G6159 ].430sOCiM2013MiTeklntlusVies,Inc Wed:u10215:11'.M2014Page1 I�:hOIM BUnL341qT 1 s31V00J6zrp07-e?wEZ_CdjJfi8kt15g Doza?kgGp2_x5A WFCOS Vz03ift �1-0-0 6A3 13-1-10 � 19-9-8 I �t-0-0� 6A-3 � 6-5-6 6-]-14 4xe = Scale=1:SH.3 fi^ �600 �2 / /:^ / i0 3x4 6 °9� 3x8 = �� 11 N 5 3xfi % 4 d i5x1 O 6 3 5� � 3- u� _. 2 �� fl 0 4xfi ° 9 8 � 3x4 = 3x6 = 4x6 ° 940-15 , 19-9-8 ' 9-10-15 9-10-9 ' Plate Offsels(X,Y)�. f7:0-0-0 0-0-9f,[6'.0-4-8 0-1:-8� LOAOING(ps� SPACWG y_p_p CSI DEFL in Qoc) I/defl L/d ~ PLATES GRIP TCLL 25:0 Plate5lncfease t15 TG 0.92 Vert(LL) -Q21 F9 >999 240 MT20 1691123 TC�L 10.0 Lumber lncrease 1.15 BC 0.54 Vert(TL) -0.53 7-9 >440 180 BCLL 0.0 Rep Stress Incr Ves NB 0.67 Hoa(TL) 0.44 �1 n/a n/a BCDL 10A Code IRC2006/TPI2002. (fdatris) Weight761b FT=20% W MBER BRACMG ' TOP CHORD 2x4SPF Nn2 TOP CHORD Simctural wood sheathing directly applied or 4-4-0.oc purlins, except BOT CHORD 2x4 SPF'No2 end verticals. WEBS 2x3 SPF No2 BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc brecing. OTHERS 2x45PF-SSWd WEBS iROwatmidpt 5-7 REACTIONS (Ib/size) 2=962/0-3-e (min.0-1-8),11=851/0-2-e (min.O-�-BJ Max Hoa2=289(1C�5) Max Uplift2=-51(LC 6),�1=-117(LC 6) � FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250 Qb)or less except when shown. 70P CHORD 2-3=-136V�07,3-4=-1054/68,45=-869I90,7-'I0=-?3/702,&�0=-73/702 HOT CHORD 2-9--148/1136,8-9=-78/602,7-8=-78I602 WEBS 3-9=-409/188,5-9=-23/802,5-7=849I178 NOTES (&11) 1)VNnd:ASCE 7-05;9Pmph;iCDL=B.Opsf;BCDL=B.Opst;b=25fl;CaL II;Exp 8;encloseq-MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;canlilever leR and right exposetl;entl vertical lett and righl exposed;GC for mem6ers and forces&MWFRS for reactions shown',Lumber OOL=L60 plate g�ip DOL=tfiO 2)This tmss has been desi9netl for a 10A�.psf bottom chord live load nonconcurrent with any other live loads. 3)Bearing atjoint(s)�i consitlers parallel to grein value using ANSLTPI 1 angle to grain formula. Builtlingdesigner should veriry capacity of beanng surtace. 4)Provide mechanical connection @y others)of huss lo'bearing'plale at joint(s)1�. 5)Pmvide mechanical connection(by others)of lmss to bearing plafe capable af withstanding�100 Ih uplift at joint(s)2 except Qt=1b) 11=1'7. 6)Thiatruss is designetl in accortlance with the 2006Jntemational Resitlential Code sections R502�Y.� and R802.102 and referenced stendaNANSIlTPl1. - : 1 ;�i�'L�f� . � 7)"Semi ngitl pilchbreaks.with fixetl heels"Membeh end fixiry model was usetl�in the anatysis and design of this iruss. qti` C y- J, 8)t Additional stability bracing for tmss system,e.g.tliagonal or X-bracing,is always required. See ti,��' }� 3� �r} � �.;ir 9) BCSI�. . -` �..�* .f'�lST�'ry:,. "r'`��rr. 10)23.If is exVemely Important to propedy.irelall temporary laterel restralnl and dlagonal bracing,in `�::�L� te'�•�a �� t�) accordance with BC51-B2 or usingqropdetary methods(e.g$taGllzer,etcJ. _ e'c-3 d�i 2�2'�3 LOADCASE�S) Standartl .s •—•---�-- > ' .- '� �= STA tE t}' � 2 S . �°.��+�'•�>�DI,n,Nt*,a��`�`'�.. �i t^. '., ,._ • }ti��,ti � u,� Gd�a,�t0?:;aLGi� �ti'' '��N<1t(�ti#za;'�» � - - � --�---. . `- - �- — . Juiy 3,20?4 � WARNING PI � IM1 ghty ' ih C � f H k I tlg t f P 8 Itl St tl d T f M ! t tl P d t ! .V fy tl g p t � d d ol s Vi T s �� g D -�g tliM1 �JRf 5� (( 0314)�! e.OlyMik 1 plt M1II� tll tM1 t tl g d gt b IdTli t tl g d g��d t p� ( p �Ilyf Ib tl 'g flM1 gl 1 p p ltl pC d� ' .T� tl �g pt I tl g tlT t blty tl otiti p �f y0 d � � � b IG g- �� p blry !iM1 O e �M1 Own �� tM1 tl �g � tM1 B Itl gD �g p �N51/TPIL L � al t � itl �g � q � d'tl I b tl M1 d b - arl p � n� k�g -tyno�fobldgY0l�y�r gAtldt Itmp ry �antC�9 Ib gtfv � bl7yd g huci ' Ne ponsibliryol�helss�nsrellei. Ratltonalpe�manenlbuldngs�aGiliry�ra�nqo�Neove�all t cNre�stheresponsb'llyo(iheOwer,IheOw�ersautM1CrzedagenloriM1eBU�d'ngDesignerperiM1elRG,�helBCantl ANSIRPI L Por ganeral guitleoce regarQng tlesign responsi0ilities,lepdcation,qualiry mniml,stora9e,tlelivery,erection,la�eral resVeint and dlagonel bmclnB,�onsult tM1e latest edition of cM1e � iac,me iec,nNSUrai t me ewi:�mman snee�:,a�emr ecsi(ewm'i�s comvo�em saiery mm�maro�l a�aoaoie rrom sacn a�www.:oa�a�sin�oma�a a�y«iaiea'��siana�m��rormano� ENG/NEER/N6uc supplietl In iM1e jobsite package.TM1e imsz tlesi9ner or imss Cesign engineer(also tle(mee as a s0ecialty engineep Iz NOT ihe Builtling�esigner ot iM1e Cuiltlinq� Job Truss TmssType Qty Ply PISCHEROBF-o)9 18461230 814416468 Ma6 MonapitcbTmss 6� �1 �J b R ( ( pl D PR06UIlD. MOORESVILLE,IN 4fi158 ]430sOCY'A2013MiTeklntlus�nes,Inc. WetlJu1�215�.11:1520t0 Pagei ID'.hOWi8UnL341qTis31V00J6zrp0]-68UcnK?q015Ymu5D00k1 WoY?Jg7%jNOKIvMLyza3iQ �-1-0- ]- -0 5_-0_7 ?23.]— 30-0-8 -0-0 l-]-10 � ]-0-13 � �-0-13 � 7-7-5 6.00 12 3x4 II Scale=tBfi.B 8 3n6 i 3x4 % ] 6 �� 133x6= 3x4! 1 4 d 3x6% 5 ./ � 3x6.— 4 � �� 15x4 �� & 0 3 10 I o�� o�� 4x�0 = 12 tt 10 g 3xq = 3x6 ° 3x4 = 3xfi= 10-03 � 19-11-9 30A-9 I 104-3 3�0.fi 10-0-15 Plate Offsets(X Y): [2:�0-0 0-0-5]�j6:0-i-0,0-1-8� �9:Edqe 0-1-8� 10'0-1-4 0-L8] LOAOING(ps� SPACING �gp_0 CSI DEFL i� (lac) I/tlefl L/d PLATES GRIP TCLL 25.0 Plates Increase t15 TC OS4 Vert(LL) -Q24 9-10 >999 240 MT20 169/123 TC�I 10A Lumberincrease 1.15 BC 0.65 Vert(TL) -0.68 2-12 >521 t80 BCLL �.0 RepStresslncr Yes WB 075 Norz(TL) -0.�5 �4 n/a n/a BCDL 10.0 CodeIRC2006/TPI2002, (Matrix) Weight1441b FT=20% LUMBER ' BRACING TOP CHORD 2x4 SPFNO2 TOP CHORD Stmctural�wootl sheathing direc0y applied or 2-7-2 oc purlins, except .BOT CHORD 2x4SPF No 2 end verticals. WEBS 2x3 SPFNO2'ExcepP BOT CHORD Rigid ceiling tlirectly applied or 8-e-13 oc bracing. 8-9'.2x4SPNa1,6-�0,6-9'.2x45PFNo2 WEBS 1ROwatmidpt 5-10 OTHERS 2x4 SPFS Stud 2 Rows at 1l3 pis 6-9 REACTIONS Qblsize) 2=1407/0-3-8 (min.0.2-3)�,14=�324/0-2-8 (min.0-L8) Max�Horz2=476(LC 6) Max Uplift2=-20(LC 6),14=-2�8(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=2287/20,3-4=2001/21,4-5=-1879/41,5-fi=-0067/q 9-14=-188/�9�9 BOTCHORD 2-�2=-443/1924,11-i2=-29�/1294, 10-�1=-291/1294,&10=148854 WEBS �3-12=-452/209,5-12=-73/717,510=82V238.fi-1 0=-74191 9,6-9=-�219/278 NOTES (8-�1) 1)Wnd'.ASCE 7-05;90mph;TCDL=6.Opsf:BCDL=60psf h=25ft;Cal II;�ExA B:enclosetl;MWFRS(low-rise)9able end zoneand C-C Exterioq2)zone;rantilever left antl right exposed-,end vertical left exposed;GC for members and forces 8 MWFRS for reactions shown',Lumber D0�=1 60 plate grip DOL=1.60 2)This tmss has been designed for a 10.0 ps(bottom chord live load nonconcu�rent with any othe�live loads. - 3)Bearing at joint(s)14 considers parallel to grainvalue using ANSIfiPI i angle to grain formula. Building designer shoultl venry capaciry of bearing suRace: 4)Pmvitle mechanica6connection{by others)of lmss to hearing plate at joint(s)�4. 5)Provide mechanical connection(by others)of tmss to bearing plale capable ot withstantling 100 Ih uplift at joint(s)2 excepCQt=1b) �4=218. / 6)This Vuss is designed in accordance wilh tFie 20061n�emalional Resitlential Code sec�ions R502�L� and R802.102 and referencetl - ' �� ,1:i'.�i:3t!?;iii stantlardANSIlTPIt. �}t ��f= �q 7)"Semi-rigitl pilchbreaks with fixed heels"Member end fixity model was usetl in lhe analysis antl design of this Iruss. iti�' �� 8)1. Additional sta�iliry bracing for Imss system,e.g.diagonal ar X-bracing,is always re4uired. See '`° 'c�'�.."i,y-4?°:��"��,fr4 9) BCSIt ��,�Y't2,.�'.� `r"� " c�°• `��- .� +�' = � � :� ; 10)23.It is exlremely important to pmpedy install temporary laterel restreint and tliagonal bracing,in ... ti) accortlancewitheCSl-H2onusingpmprietarymethotls(e.g.Stabilizer,etcJ� � rc-710i222U = LOADCASE�S) Stantlard ��.°Q^� �.�.�T�� 4 � .r, : .. r,.. `:a,r �-,*DI,a,*t4`'.•'.:> ` '�i fi�. •• •- �'-.`�w ��1r>�`��`JP:r1Lt-'��'� �'�1ti7!lllt3it�1ti� _ " ___._"___ '_ _�_—_. _-. _ JU�VS',2�14_ !� WARNING PI IM1 9�ty Ib C � r N k I dg l f. aB dSt d dT . 1 fMdO t tl @tlP 0 � f .V !ytl g p t tll tl � N T s �i �e q 0 � 9 tlN �JRI WSM1 �( .03t4)�( .OIyM1YTk d pl � M1llb dt Ih l d g d g� b IdTh � � �g tl g- dc31 cceF� ! P blry� �� tle'9 fiH ' 91 1 P td pct dh TM1 tl 'y PI I tl 9 tll '� blry tl tih � p �n�l YP n I B � � hultl g"sl� p bl�yoith Own iM1 O � tM tl g t Ih B Itl g0 g p ANSI.TPIL L ie I t itl 'g t � ' d"tl I � tl d e r t pesscnh kl"g ly, tl� b lC g 1 E'I'ty� g Atldl It p � t : Ud g IC ' gt T � ti"rytl g � cf �SiM1 p plry ftM1 � � l'll . '+� ,� ACdI�� Ip mianenih Id g t tilryb2' g !!M1 � II t � �' iM1 esp hiry/�h O 0 O M1 � a g � iM1 B Itl g� g p �h IRCih 18C a �S M AN9UTPI t Porgene Ig 'tl nce gerd gtl g p sbll f b�calon.q Ity. 1 I t r g tl I ry t ,I t al es� �nt tl0�g Ib � q consultNelalesi dl I�h � iaqmeiac,nr�sirtaiimeacsis„mma,ysneeisa�em�acsi�e�ia�ycompo�emsarey.mromaro��a�aiamer�omsecna��,w.seu�a,rny.�ma�da„y�ei,iea-�s�auar -�m��ro� EN6/NEERlNG¢c supplied in IM1e johsite package.TM1e�iuss tlesi5�er or imss tlesign engineer(also Cefinetl as a specialy engineer)Iz HOT Ne Build:ng Designer ol iM1e bulding. Job Tmss Tmss iype pty Ply FISCHER OeFO]9 18441231 81461645H MOJ GABLE 1 1 Job Reference(oplionap PROBUILD, MOORESVILLE,IN4615B� �43050cY142013MiTeklnausVies,lnc WetlJU10215:1V.1620idPagel ID:hO W18UnL341qT1 s31V00J6zrp07-aNi_gOS9KaON21 Pa5FG2?4334�i5tbTZZSvWOz03iP 1-0.0� 1-9-12 6-8.] 13-1-1a 19-9-8 -0-0' Y9-12 6-10.8 � 6.5.6 I 6R10-~ y� = Scale=1 fi2 4 LSx4 II � 1Sx4 II i.5xa II ; �� 3x4% 3xfi = fi � 21 3.8, 1 ,� 4 , s �. 5 � �� 6,00 12 t5x4 A� q 4 8 6�0 i5x4 II _ � t5x4 �� i5x4 II 1 � t6�] C1 �� 3 1� �1 Sx4 �L�4�� _ � 1 Sx4 II �3x6 - �� 9 LSx4 II B 1 Sx4 II 3x4 = 3xfi = �,Sx4 II 4x6= T-9-12 � (-)-�LI 9.d.5 ' 19.9.0 I-0-40-2-8 8.1-] 9-ID-9 a�a2eonsetsavL�zo-a-o,o-o-sl f7�.o-a-aedg�L:Eage.o-�-�zl f�a:a�-�oo-o-�z]�[n�o-v�o.o-o-�zl LOADING(ps� SPACWG p-0-0 C51 DEFL in Qoc) Ildefl Vd PLATES GRIP TCLL 25:0 Platesincrease 1.15 TC 0.99 Vert(LL) -027 8-10 >784 240 MT20 ifi9/123 TCDL t0A Wmberincrease 1.15 BC 0.79 Vert(TL) -0.79 8-10 >272 �80 BCL� 0 0 Rep Stress Incr Ves WB OSfi Horz(TL) 0.39 2t n/a n!a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight:1061b FT=20% Ll1MBER BRAC W G � TOP CHORD Dc4 SP No.1 'Excapf' TOP CHORD Stmctural wood sheathing directly applled or 1-7-8 oc pudins, except 5-7:2x4 SPF No.2 end verticals. 90T CHORD 2x4 SPF No2 BOT CHORD Rigitl�ceiling tlirectly applied or 2-2-0 oc braung. WEBS 2x35PFNo2 WEBS 1Rowatmidpt 6-8 OTHERS 2x4SPFS�SWd'ExcepY 18-19�.2x4 SPF Na2 REACilONS Qb/size) 1�=1054/0.415 (min.0-1-�0),2t=78V0.2-8 (min.0-1-8) Max Horz11=289(LC 5) Max Uplikll=-84(LC 6),2�=-11�(LC�6) FORCES (Ib)-Max.ComplMax.Ten.-All forces 250 Qb)or less excepf when shown. TOP CHOR� 2-3=-678I0,3-4=-969/59,45=-75931,5-6=-692/52,8-20=-62/623,7-20=-62I623 BOTCHORD 2-11=0q36, 10-1�=-125/736,9-�0=90/511,8-9=-90/511 N/E85 6-8=-716/162,6-t0=0/40�,.3-11=-728/208 NOTES (10-�3) i)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25ft;Cat.II',Exp B;endosetl;MWFRS Qow-rise)�gable end zoneand C-C Exlerior(2)zone;rantilever leR antl right exposetl;end venical left and right exposed',C-C for members and forces&MWFRS(or reactions shown',W mber�O1=t60 plate grip�OL=1.fi0 2) Tiuss designed for wind loads in the plane of�he tmss only. For studs exposed to wind(normal lo ihe faw),see Standard Industry Gable End Oetails as applicable,or consult qualified building designer as per AN51/TPI 1. 3)Gable studs spaced at 1-4-0 oc. ��...??? 4)This truss has been tlesignetl fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 5)Bearing atjoint(s)2� considers parallel to grain value using AN51/TPI 1 angle to grain formula. Building tlesigner should veriy capaciry ofbeanng surfece. «�i �.rtrd, 6)Provitle mechanical connection(by others)of lmss tobearing plate atjoint(s)2t ..�4� � pg�,�, � tr�/ 7)Pmvide mechanical conneclion(by olhers)of tmss to bearing plale capahle of withstanding 100 Ib upliH at joint(s)1� except Qt=1b) y`" L , � �� .='n��•�.e�rr; zr-��i�. . q.� .;`;,ia.,-y; -}' 8)7his truss is designed in accordance wi�h the 2006 Intemational Residential Code sections R502.11.1 and R802.102 and referencetl � i. ��v� Ftn`�� (Ct � standard ANSVTPI t ` �r ��' " 9)"Semi-rigid pitchbreaks with fxed heels"'Membenend fixiry model was usetl in lhe analysis antl design of lhis Iruss. ��'��b�� 10)1. Addltlonal stabllity bracing for truss system,e.g.dagonaf or X-6racing,is always 2quired. See .� � t � a V 11) BCSIi. w. � 9` j.�.aiC�� : � � 12)23.If ls esiremely lmportanl to pmpedy install temporary lateral restraint and diagonal bracing,in - %, � . Zq �. �3) accortlance with BC51-B2 or using proprietary methods(e.g.Stabilizer,etc.). %r �a'�.,�x�aq,a`F;.'��j,'� + lJ'/1��y�`'�Ji.E:a,1..�'�4 j,Yy,`�. LOADCASE�S) Slandard _ ,�.1/lJjJ„jt5`4�`U�i -- ' - - -- - . - - - - - -- — ._.- - July3,2014 � WARNING PI etM1 ro ghly ' iM1 C slomeYSackn I ag m c iP Bulest MadT r f M I c� reaP e cl f .v ryd 'g p t d d 1 onth T Dg � ' g �dih �JRf SFI( � 0314)Cf e.DIyMTk ciplt TIIb tlltM1l dgd gt0 IdT� � tl� g � ng� at � p1 i p bltyi IM1 d Ig f�h� � gl Vuss p ttl pq tlhe ' .T� tl 'g pt ;I 4 g d( t bl�y tl Ith p e it � nyp rl I �ffiY 'r! � [ Itl g' IM1e 50 �Ify ��h O-� iM1 O r a Ih C 9 1 �M1 B Id g� -g pe ANSIITPI t L � I re t a g � M1 -G tl I b tl M1 tl b � . pt b kl g ty�n if b Itl g 1 Ol�ybt g Atltlt I� p ry I nVd g Ib � g � t �I'�ytl g nt f �M1 p '01'ry f�M1 t ' t II . ��.� Add f I pe n nent b Id g �ablly b g f Ih o II 1 t th sp 'ti I ry f 1� O �� O P d g t iM1 B I� g D g ,p 1� IRQ iM1 IBC d AN51/LPI L F rgen Ig �tl eregaN gtl -g �� p Elt �b'celon,q Ity 1 1 t 9 ,tl l ry, ct I t I srent tl0 g It g IttM1 l t tadl tin iacmeiecnNSirtaiimeecsi:�mma�ysnee�sa�mo�acsi�e�m��gcompo�ems�rey.mromaroh�a�aiamercomsecnaiwww.ser�a�:vy.wma�aa�yreia�eo'�:�auro„�„mrmaro� EN6INEER/NGC�c suppllae In tFe]obsite package.TM1e imss Eeslgner or Wss deslgn engineer ielso tle(inetl as a specialry engineep Is NOT I�e Buildng�eslgner of Ne builtling. Jo� Tmss� TrussType pty Pty FlSCHEROBFa]9 IB401232 B14d16468 MG01 MonopitcFTmss 1 1 Job Reference(ap(anap PROBUILO, MOORESVI�LE,IN4fi158 - ].430sOd102�13MiTeklntlu5tries,IncWedJu1�915�,1L162014Page1 I�:hO WI8UnL341qT1 s31V00J6iry07-aNt_g059KaON21 Pa5FG2?47w4Un5?OTZZSVWOz03iP 3G-8 � S_]l@ - � 3b-8 2-5-0 Scale=1.15 5 1SxA' II 2 4.00 12 I I 23 b2 1 I / �3 J W o I I3x4 - 3x4�- 4 5 3 I I I_ 2x4 II 6�-8 63-8 Plate Oftsels(X Y): f i-.0-3-e Edqe] LOADING(ps� SPACWG 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plateslncrease t15 Tr 074 Vert(LL) -0.07 1-3 >980 240 MT20 197/144 TCDL �0.0 Wmberincreare t15 BC 0.53 Vert(TL) -0.16 L3 >420 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n!a n/a BWL 10.0 Code IRC2006/iP12002 (Matrix) WeighC231b FT=20% LUMBER � BRACWG TOP CHORD 2x4 SPF No2 TOP CHORD SlmcWrel wood sieathing tlireclly applied or 5-�LB oc purlins, except 60T CHORD 2Xfi SP 2400F 2.OE end verticals. WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling tlirectly applied or�0-0-0 oc bracing. REACTIONS (Ib/size) 1=695/03-8 (min.0-1-8),3=7t4/0-3-e�(min.0-LB) Max Horz 1 s64(LC 4) Max Uplikl=-40(LC 3),3=-50(LC 5) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 pb)or less except when shown. NOTES (8-11) 1)Wnd:ASCE 7-OS-,90mph;TC�L=6.Opsf;BCDW6.OpsQ h=25ft;Ca�.II;Exp B�,enclosetl;MWFRS{low-rise)gable end zone',cantilever - left and'dght exposed;end vertical left and right exposed;Lumber DOL=1 60 plate grip OOL=1.60 2)This tmss hasbeen tlesigned for a�0.0 psf bottom�chortl live loatl nonconcurrenl with any o�her live loads. 3)Provide mechaniwl connection(�y others)of tmss to bearing plate capable o(wilhstanding 100 Ib uplift at joint(s)�,�3. ' 4)7his imss is designed in accordance wi�h the 2006 International Residential Code sections R5021�.1 antl R802i102 and referenced standard ANSIffPI 1. - 5)"Semi-rigid pitchbreaks with fixed-0eels"Member entl.tixity model was used in Ihe analysis antl tlesign�of this imss: 5)Hanger(s)or other connection device(s)shall be provided sulficient to�support cancentrated loatl(s)4481b qown antl 251b up at 2-0-�2, and 4481b tlown and 251b up at 4-0-�2 on bottom chortl. The tlesign/selection of such connection tlevice(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are notetl as front(F)or back(B). e)1. Acdi4onal slabiliry bracing for truss system,e.g.diagonal or X-bracing,is always required. See 9) BCSIi. ' 6,e+ P 10)23.It is extremety important to properly install temporary lateral restraint and tliagonal bracing,in �' ��) accordance with BCSI-82 or using proprlelary methods(e.g.5tabllizer,etc)_ t�i;q;;fiirt�r�f r :� '` P { LOAD CASE�S) Standard ,*4'*`h ,��S� � • �.; '';r i)Regular.Wmber Increase=l.i5;Plate Increase=1.15 ' 1`��4:.•i,�iST;�;��`'-.��% Unlform Loads(pl� � �Y'�`., F'�-.:��'� Vert:1-2=-70, 13=20 .� Concentreted Loads Qb) � F`''��`�� ' _ Vert:4=�a8(B)5=-448(B) S q « ' m : : �,�y'� STAiEQf "�Z' � �. �.t+''•�,'DtA*�9-•'�•v�� 'lJ��ij��Y�j�;.';1Lt-t��;�°�'�� ''1di:71tIN}1ii,l� . . - � � ---- --- � - -- � - - - � -- July 3,2014 . t. WARNING PI se �oo gNy 0 C t f A k awl tlg t IP B-IdS� tl NT ! M 1 t 4P tl d i .V ytl 'g p � . C �tl � iti T �� DgD - gtliM1DJRf SM1t( .a316)bf .OtyMTk iplt M1llb tlflh � tl �gtl gt � IdTM1t dgd g' d�� pt f P Efyf tM1 a -9n ftM1 ' 91 t P ttlPCaM1 ' .TM1 tl '9 P� ,I d 9 tll . lblry tl ItM1 �P �f YP � � C�CJ � b Id g th .p � blry fP O !M1 Ow �I �ba etl g t l� 6 Id' gD g p AN51?PI t L t I t 1tl g t M1 -tl � I b tl M1 d � b . f p� - bkl' g ly 11 bltlgitilyb gqtld( li p ry t ' Ldg Ib ' gl � itilrytl � g t f - �n p b'IryRbt - tll _ Atltl� Ip nenib Id g � tilryba g fl� II I C iM1 � spo tilry fN O th O f IR d g � h Bld gD 'g ,P �h IFC f 18C d . ANSIlTP11. F�gen I9 tl .e rege�d gd g � po bll 8 f b'ca(on q Ry � I t g �tl I" ry q I t I st�en� E "g I b -g, I�N I 1 l d( (�M1 iac ,neiecnNSUrviimeecsi4�ma�y:nee�i,nodrorecs�e�ia�gcoo erisaieymmmaroNa�aiaeie«omsecnaiw.wV. e �a�s��y.�om�oaa�yreiaiea-�s�aur ��.orm�ro� ENGINEER/N6uc supplied In��elobsile package.TM1e Wss designerbr Wss tlesign engineer(also de�lnetl as a specialry engineer)Is NOT I�e Builtling�esigner ot lhe builcing. Job Tmss Truss Type Qry Ply FlSCHER oBF-m9 814416460 MG�2 Monopi�chTruss 1. 1 Job Raference(ooCO iall PROBllILO.MOORESVILLE,IN 46158 ].430sOCt142013MiTeklntlusines.lnc. ThuJU10313�.A�392014 Page1 I�:hO W IBL1nL341qT1 s31V00J6zry07-WOVJmBaiHSNtl87wVD9�gsXMyWrSZUtViLF1 xbz?IhR 4-5-0 450 15xd �I Scale=P308. 2 rl 1200 12 � 15xA II 1 d JI A � 34 5 6 4 3 2x4 II 2x6 II 4-5-0 4-5-0 � Plate_Offsets_{X YL[_:0-� �-12 q-1-01 LOADING (ps� SPACING 2-0-0 CSI �EFL in Qoc) I/defl Ud PLATES GRIP TCLL 25.0 Plaleslncrease 1.15 TC 0.34 Vert(LL) -0.03 3-0 >999 240 MT20 197/�44 TCDL 10D Lumberincrease t15 BC 0.48 Vert(TL) -0.07 3L >745 t8� BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL �0.0 Code IRC2006/TPI2002 (Matrix) . Weight 22 Ib FT=20% LUMBER BRACING � TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing direclly applied or 4-5-0 oc pudins, except BOT CHOftO 2x6 SP 2400F 2AE entl verticals. WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 3=1�17/Mechanical,4=617/0-3-e (min.04-8) Mau Horz 4=151(LC 4) Max Uplift 3=428(LC 4),4=34(LC 3) FORCES (Ib)-Max.Comp.IMax_7en.-Ail forces 250(Ib)or less except when shown. NOTES (9-12) 1) Wnd:ASCE 7-05',90mph;TCDL=6.Opsf;BCDL=6.Opsf h=25fl;Cat.II;Exp�e;enclosed;MWFRS(low-rise)gable end zone; cantilever lek and rigM exposed�;entl veAical left antl right exposed;W mber DOL=1.60 plate grip'DOL=1.60 2)This Imss has�een tlesigned for a 10.0 psf 6oltom chord'liveload nonconcurrenl with any other live loatls. . 3) Refer to girtler(5)(ar lruss to tmss wnnections. 4) Provitle mechanical conneclion(by others)of tmss tobearing plate capable of withstanding 128 Ib uplift at joint 3 and 34 Ib uplift at joint 4. 5) This truss is designed in accordance with the 2006 Intemational Resitlential Cotle sections R502�L� and R802�0 2 and referenced standard ANSIliPI 1. 6) "Semi-rigitl pilchbreaks with fixed heels"Member end fixiry model was usetl in the analysis and tlesign of Ihis tmss. 7) Hanger(s)or other connection device(s)shall be pmvided suffcient to support concenUaled loatl(s)6781b down and 371b up at � bt b13,and 67g Ib down and 37 Ib up al 3-i t-�3 on bottom chord. The desigNSelection of such connection device(s)is the � respon5i6iITy ofothers_ j 8) In lhe LOAD CASE(S)sectloqJoads applied b Ihe face of the truss are�noted es fmnt(F)or back(B). � K'-;�'i��jr�"� 8) 1. Addltlonal stablllly brecing for lmss system,e.g.dlegonal'or X-bracin9,is always requlred See .�'*`� �`=:��'� P/,� 10 BC511. .;�� .«^°• �` '� i t) 23.I�is extremely lmportant to properly install temporery lateral resValnt antl tliagonal brecing.in ---2�y�'�Nt�,��"�`T"�?�,'>�,�T'�' �2) accordance wi�h BC51-82 or using proprietary methods(e.g.Stabilizer,etc.). � �,'; � a :��r�% t�-?j$�!2'2`�E} LOADCASE�S) Standard — �) Regular'.Lumber Increase=1.15,Plate Increase=t�5� = a � -� - - a e 2 � -C ., fi Umform Loads(pl� ,.+TA�f E C?: ;' �' ` Vert'. 1�'2=_70�3-4=-20 ~i�� `'-'r'+�f77AS1A;+'{ 1f i Concentrated Loads(Ib) ✓f tC `-..,„..• ��. � r ver�s=s�a�e7 s=a�e�e� ',�"�3rr��i�Ar:�Ta�;1�t,. - .--_ -_-. — . - _ July 3,201? � WPRNING PI 1b qM1ty � tM1 "C t � Akn Idg t !P B ItlSta �adT f M ftl CP c t '1 .V ryd g p � tl e � iti T � g0 � gtliM1 �JR ! � Sh �( 0314)bl .OIyMTk dpll Fllbe tlitM1t d 'gtl g� b Id. ThSt tlgtl gd � p�ace f P bl'IYf� IM1 tl �9 �� - 911 ss 0 idP�4M1 .TM1etl �9 Pt ,I tl 9 tlt lblry tl !tM1' F t� � yprt I � b ltl 9 fi p blry fiM1 O e iM1 O e Iho tl g t r�M1eB Itlng❑ 'g p ANSV�PI1 L( al V itl g l M1 TE �tl 1 b tl M1oN b eormmOressonbuckingonlyno�for�ulQngstab'ItyCracngAtlE(onaltem0oaryres4ant/tlagonlbracngb�n esfa�ItydurngwnsWCton"sNerespons0ltyof�hetmss�nstaller. Adtli�ional permanent building stabiliry�racing o!Ihe overzll slmcWre Is t�e responsihiliry of�rye Owneq�M1e Owne�s aut�orizetl agent or IM1e 9wldmg Oesigr.er,per�M1e IRq IFe IBG an0 AN51?PI L For general guiaance regertling tlaslgn raspoosiLlliM1es,lebrirelion.quali�Y wntrol,storege,tlellvery,erectioq laterel reslralnl and tllagonal bracing,mnsWt I�e latest eQition ol�Fe - iac,me iec,nNSirtai L me ecsi s�mmary snaai:,a�mo�acei�ewmme coma��em se�¢y i�mrm�ro�7 a�aoaeia vom secn e�wHw.sea�a�s�ry.�om a�d a�y reia�ee��s�eua�m��mrmano� EN6INEER/NGcm supP��ed in Ne jobsite packaqe.The Vuss designer orlmss tlesign engineer(also tlefined as a specialry engineep Is NOT the Builtling Designer oi ihe builtling. Job Truss TrussType Qry Py FlSCHEROeF-0�9 1e441234 814416d68 TO] HalfHip Tmss 5 1 JbRf ( p( U PR09UIL�, MOORESVILLE,IN46159 ]030sOCt142�13MiTeklntlus�nes,Inc. WetlJu10215:fl:19P�14Page1 ID:hOVNBUnL341qT1s31V00J6zrp073abMC015weiF?CCC7omVbDdJbTuOBStldWr52qz�3i0 i -1.0-0 I 5-3=@ I 5-11-8� 1-0-0 53-8 pb-0 Sca1e=1'.15.0 3x4° g 3x4 II 4 I � aoo iz � — // a-s 13 2 r a'I / z 5 I �( !o I �_ s /� I3x4 II 3x4- 3J-8 5-11-8 3-3-8 ' 2-8-0 ' Plate Offse�s(X Y)': I2:0.2-B.Etlge),[39-2-0�Edge� f4-.0-�-12 0-i-8� fS�.Etlqe 0-2-0� LOADING(ps� SPAqNG y_0-0 C51 DEFL in Qoc) UdeO Lltl PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC� 0.68 VeA(LL) -0.03 2-5 >999 240 MT20 969/123 TCDL 10A Wm6erincrease t:�5 BC 027 Vert(TL) -0.10 2-5 >709 780 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 5 nla nla BCDL �0.0 .,Code IRC2006lTPI2002 (Matrix) Weight�6lb FT=20% Ll1MBER ' BRACING TOP CHORD 2x4 SPF No2 TOP CHOR� StmcWral wood sheathing directty applietl or 5-1 Le oc pudins, except BOT CHOft� 2x4 SPF No2 end verticals,and 2-0-0 oc pudins:3-4. WEBS 2x4 SPF-S Stud BOT CHOR� Rigid ceiling tlirectly applietl or 10-0-0 oc bracing. REAC710NS Qblsize) 2=348/0-3-8 (min.0-L8),5=346/0-1-8 (min.0-�-e) Max Hoa2=61(lC 5) Max Upliffi=56(LC 4),5=-27(LC 4) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less ezcept when shown. TOP CHORD 4-5=-268/108 NOTES (�p_�5) 1)Unbalancetl roof live loads have been wnsitleretl for lhis design. . 2)Wind'.ASCE 7-05;90mph;.TCDL=6 Opsf',BCDL=6.Opsf',h=25ft',C3L II;Exp e;,enclosed;MWFRS(low-rise)gable end zone and GC EMerior(2)aone;cantilever left antl righl exposed-,end vertiral IeR and right exposed;GC for membero and forces 8 MWFRS for readions shown',Lumber�OL=t.fiO plate grip DOL=t.60 3)Pmvide atlequate tlrainage to prevent water ponding. 4)Thistruss has been tlesignetl for a 10.0 psf boltom chord live loatl nonconcurrent wilF any other live loads. 5)Bearing at jaint(s)5 considers parallel to grain value usinq AN51/TPI� angle lo grain formula. Building desiqner shoultl veriry capacity of beanng sudace. 6)Provice mechanical conneclion(by�olhers)of tmss lo bearing plate at joinQs)5. 7)ProviCe mechanical connec[ion(by others)oi.iruss to 6earing plate capable of withstantling 100 16 uplift at joinl(s)2,5: 8)This tmss is designed in accortlance with the 2006 Inlemational Resitlenlial Code sections R502:11.1 and R802102 and�referenced �,/ standerd AN51/TPI 1. ,'� 9)"Semi-rigid pilchbreaks with fxetl heels"Member end fxity model was usetl in the analysis and design of thiatmss. � 10)Graphical putlin represenlation tloes not tlepict the size or the onentation of the pudin along the top and/or bottom chord . b 4 i+r �;;{��.. �1�)In the LOAD CASE(5)sectlon,loads applled to the face of tha huss are noted as fmnl(F)or back(B). td' �,. +r%r�� 12)t Fdditional slabilily bracing for truss system,e.g.diagonal or X-bracing,is always requiretl. See .,�:„s ��''„�� L7t; :�r 13) BCSI1. .)" �:1�.7'C.�`•�-�"�y r 74)23.I:Is exlremely Important to pmperly lnrtall temporary laferal restraint and diagonal bracing,in ��:�,,�-`� �R��:.�% 15) accordance with BCSI-02 or using proprietary methods(e.g.Stabilizer,e�cJ. Pc-7?Ci2224 LOAD CASE�S) Standard - = i)Regular Wmberincrease=tl5,Platelncrease=1.15 ' ' ° ^ . } o ' Uniform Loads(plfl � ro � �� t 'x " verc:i-s=-�o,s=a=-z�o�F=-zoo)�z-s=zo r�G,�'•-.!;D#.n,,,;A:'`,a�;`.; � Lt.. •...»....•'� � � ��r�r�trt��a:�!�'''��. . - .- - - ---__. . — -- - - July3,2014 � WhRNING PI Ih gFly � t� 'C t ( Ak IGg 1 �Pa8Id5 a tlT f M fcY pPftltl 'I .V TyO -9 p 1 tl tl � 1� T � g � 'g 4tM1 �JRI Sh �( 0314)b ! .OtyM k t pit M1IIE tll .tM1 t 4 g d �� he Idi� t tl 'g tl� g� d t - pt tep b�ryf�N�tlasig f�M1 gll p � ItlpntlM1 _T� d g pt I ag df , lblty tl ft0 p nl( ypR I � $ b Itl g �M1e p �Iry fN O ne �h O r� �ha tl 9e lo t� H Itl g0 -g pe HNSVTPI L L I I t �tl g t h -d tl I b tl lod b � 9 a f co p ' b kl g nly n �to b ld g 1 til�y0� g.AEE'f It ry etanVd g Io � gt - �abltytl g t ct - �e p s�l'�yol�M1e� s� s.aller. Atltl(onal Oermanent bu Id ng sta�I'ty bac ng of 0e oveall t ucWre s IM1e resp re b I rybl lbe Own r�he Ownefs autM1Orze�agent or th Bu Itl ng�es gneq per IM1e IkQ iM1e IBC anU� H�31RPI 1. Porgene�al guitlance rega�ng tlesign responsibilitias,iabRratloc,quellty mntml,smaqe,tlelivary,erectlon,lateal resirelnt and tliegonal0rzcing,consult ine Iaiest e0i:ion ot�he � T^ iac,ma ieq nNSiiTai r,me scsi s�mma�y:nee�:,a�aror.ecsi lewm�oy comvo�em seray mm�manoo>a�auama rram socn eiww,V.:e��o�s��y,�m am a�y reia�en��saueno��rormaroo ENGINEER/NG�Lr, supplieC In�M1e jobsite package.The Imss tlesigner or imss tlesign engineer(also delinetl as a s0ecialry engineep Is NOT iM1e 9uilEing Designer ot the building. JOb Tm55 TNSSType Q�y Ply FlSCNEROBF-0]9 18441235 B14C18C60 TD3 Common Tmss 3 1 Job Reterence(oofonal) PROBUILC, MOORESVILLE,IN46t58 Z430sOtl142o13MiTeklnEusrties,IncWedJU1021311'9201EPage1 ID:hOVN8UnL341qTis31V00J6zrp073abMC015weiF?Ccc7omVbDtlOjTwSBRVdCDrS2qz03i0 F-��I 5-0-0 � t0-8-0 0-00-0 5-0-0 5-0-0 q�- Scale=1�.3].0 a I 1200 12 Q �B II 3x8 II 4 2 a'` � ' I�-�: �o � 5J 6 ] 5 LSx4 II 54-0 10-8-0 5�1-0 ' S�4-0 Plate Offsets(X Y)'. [4:Edge,0-2-e] LOADING(ps� SPACING 2-0-0 C51 DEFL ~ in (loc) I/deFl Ud PLATES GRIP TCLL 25.0 Plaleslncrease 1.15 TC 0.35 Vert(LL) -0.02 6-7 >999 240 MT20 197I�44 TCDL 10.0 Lumber lnaease 1.15 BC 0.14 Vert(TL) -0.05 6-7 >999 180 eCLL 0.0 ftep Stress Incr Yes WB 0.07 Horz(iL) 0.00 5 o/a n/a BCDL. 10.0 CodeIRC200fi/TPI2002 (Mahix) Weigh[361b FT=20% LUMBER BRACING ' TOP CHORD 2x4 SPF No2 TOP CHOR� Stmctural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4SPF Nn2 entl verticals. WEBS 2x3 SPP No2 BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing. REACTIONS Qb/size) 7=539/0-3-8 (min.0-1-e),5=4fie/0-3-8 (min.0-1-8) Max Ho27=156(LC 5) Max Uplifl7=-39(LC 6),5=-13(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250'(Ib)or less excepl when shown. TOP CHORD 2-3=-467/73,3-4=-46�17�,2-7=-49Z114,45=-4�8f78 NOTES (7-�O) 1)Unbalanced roof live loatls have been consideretl Por this design. 2)Wnd:ASCE 7-05;90mph;TCDL=6,Opsf;BCDL=6.Opsf�,h=25k'.Cat.IP,Exp B�,enclosed;MWFRS Qow-rise)gable end mne and C-C Erterior(2)zone;cantilever left and right exposetl;end vertical IeY,and right exposed;GC for members antl forces 8 MWFRS For readions shown;Lumber DOL=1.6�plate grip DOL=1.60 . 3)This imss has been designed for a 10.0 psf boHOm chord live load nonconcurrent wilh any other live loads. - - 4)Provide mechanical mnnection(by olhers)of lmss to bearing plale capable of withstantling 100 Ib uplift at joint(s)7,5. 5)7his tmss is tlesigned in acco�dance with the 2006 Intemational Residential Cotle sections R502.11.1'and�R802.102 antl referenced standartl ANSIITPI 1. ' 6)"Semi-rigid pitchbreaks with fxed heels"Member end fixily model was used in the analysis and tlesign of this truss. 7)1. Additional statiility brecing for Vuss system,e.g.tliagonal or X-bracing,is always required. See e) BC511. 9)23.It is extremely important to pmpetly install temporary lateral resVaint antl tliagonal bracing,in 10) accordance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.). ,$1iS3;:iiip=1.�� LOADCASE(S) Standard j+..t�t��' ��ff r.f.� t'J ? ,a)`� 'y ��_..-.. ..r��G'`�L'.i l-1.� .^'�•J5.]I.;;r��° �hl�. ; rr.'a ti'�: .;�=� ; �€-�;a?2�z� `: ° � � a s 'n `- SiA7E Sl� ' 2 � : +'�,��,��'-�f''��l.A!"p:r��;L.,�w i vt. � � �J . ''i� '—jJ��:;Ai_t=`" �: "'�'+aittu�utet�i�'�`.. . -- — - --�--- . ' _ July3,2C14" l, WARNING-PI tF ghly �. Ih C l I Aknmvidg t fPO6l45taa tlT f M � t aP tl t'f .V tyE �g 0 �- atl d t tl �T �� g 0 ' g d�M1 OJR fe n SM1 t( .031E)h ! _O IyM k t .plal b Ilb tl! ih t tl -g tl2 gt � I'0.TM1 t stl g d g' E t c pl f p blry! tM1 d ig f�M1 � 911 s p � �tlp�dl - .TM1 d¢g p( ,I tl g tll , l�lly d Olth �tlp �f ypdMCl � ouYd g� Iberespo �Nly 111� OwnerfheOwn - Nozedage t ID B Id g0 sg p ANSIRPII. L t I t td 'g 1 M1 'tl '0 I b tl h tl b _ reforcompressonbuckingonly,nollorbultlngs�atilrybracng.Addfonal�emp raryresVaMtlagonalbracngto'i es�ablytlurng simcfon�st�eresponstiliyo(thelmss'nsta�ler. AtlLlional permanen�building ste�lllly bracing o!IM1e overall s�mcWre is Ne resoonsl011iry o!iM1e Owneq ihe Owneh aul�orizetl egent or Ihe Builtling Oesigner,per t0e IRG tne IBC entl ANSIRPI1�. FOr.generalgutlanceregard gd� g pnsblf fb'wtion,q Ity iml,�slorg ,tll ry,erec� ,II Ireslraim dd g alorzcng,mnsWtlM1ela�esl dT oltM1e �• iac,meiaqaNSUrai� meacsi:�mmary:nae� , amrecsi�eaia�gcomp isaranmm r � eoamer sacna��.„s,,. e � a ��y.wma�aaoyreia�ea-�:ian r � r r��eim� ENQINEERINGuC supPlied In I�ejo�silepaGage.IDe tmss tlesigner or imss tlesi5n engineer(also tlefined as a specialry engineep is NOT�iM1e Builtling Designerol me�uiiding. - Jab Tmss TmssType Q�y Ply FISCHEROBF-o]9 IB04t23fi B14416468 T04 CommonTmss 3 t Job Reference(opfonal) PROBUILO, MWRESVILLE,W4615B � Z430sOCi142013MReklndus[des,IncWedJU10215�.tt182014Page� �ID:hOVN8UnL341qTis3N00Jfizrp07-Xm91PMijhyq6tlM6ohVJHkBQARotEMrv7mR�affiHZ03iN Fp�-Oi 5-0-0 I 9-2-8 0-10-0' S-0-O 3-10-8 Q� - Scale=139.6 3 12.40 � I 3x6 II 4 S 5 � 2 _� � ' I d -� S� �� Io N i s s 3x0 II LSxb II 3x8' II 5-0-0 94-8 ' 5A-0 ' 340-8 Plate ORSets(X Y): f5'.0-3-8 Edqe� LOADWG(ps� SPACING p_0-0 C51 DEFL in (loc) Vtlefl Lltl PLATES� GRIP ' TCLL 25.0 Plateslncrease t15 TC 0.84 Vert(LL) -0.05 6-7 >999 240 MT20 169/123� TCDL �0.0 Lumberincrease 1.15 BC 028 Vert(TL) -0.14 6-7 >787 180 BCLL 0.0 Rep SGess Incr Yes WB 0.05 Horz(TL) 0.00 5 n/a nla BCDL 10.q CodeIRC2006/TPI2002 IMatris) Weight341b FT=20% LUMeER � BRACING TOP CHOR� 2x4 SPF No2 TOP CHORD Stmctutal wood sheathing tlirecltyappliedbr 6-0-0 x�pudins, except BOT CHORD 2x4 SPF No2 end verticals. � WEBS 2x3 SPF No.TExcepP BOT CHORD Rigitl ceiling tlirectly applied�or 10.0-�oc bracin9. 4-5�.2x4 SPFS SWd REACTIONS (Ib/size) 7=472/0-3-e (min.0-1-8),5=400/0-1-e (min.0-�-e) Max Horz7=174(LCS) Max 11pIiR7=-35(LC e},5=-27(LC 8) FORCES Qh)-Max.Comp./Max.Tea-All forces 250(Ib)or less except when shown. TOP CHORD 23=353172,3-4=-326/86,2-7=-4'131�17,4-5=31CJ75 NOTES (9-12) 1)Unbalancetl roof live loads have been considered for this design. 2)Wind:ASCE 7-05;90mph;TCDL=6.OpsP,BCDL=6:Opsf;h=25ft;Cat.II',Exp B',enclosed;MWFRS Qow-rise)gable end zone and GC Exterior(2)zone;canlilever lefl and right exposetl;end veNcal left and�right exposed�,GC for members and forces&�MWFRS for reac�ions shown;Wmber OOL=1 6�plate grip-0OL=1.60 � 3)This tmss has been designed for a 10.0 psf boHOm chord live load nonwnwrrenl with any other live loads. 4)Bearing at joint(s)5 considers parallel to grain value using�ANSI/rPl 1 angle to grain formula. Building designer should verify capaciry of bearing surface. 5)Pmvide mechanicel connection(by others)of truss to bearing plate at jolnt(s)5. 6)ProvMe mechanical connection(6y others)of tmss to bearing plate capable of withstantling�00 Ib uplik at joint(s)7,5. 7)This truss is designed in accordance wilh ihe 2006 Intemational Resitlential Code sections R502.1 L� and R802102 and referenced standard ANSI/TPI L � 8)"Semi ngid pitchbreaks with fxed heels"Member entl fxity motlH was used in Ihe analysis and design of ihis tmss. � 9)L Additional stebiliry bracing fortmss system,e.g_dlagonal or X-bracing,is always required. See �i;:�s3lFikl�, 10) BC51'I. ql' p �1)23Jt is extremely important ta properly Install temporary lateral restraint end diagonal brecing,in ,*^:h 5°�-j4}�r{ d�C;f�'�ir�, 12) accortlance with.BCSI-B2 or using Proprietary methods(e.g Slabillzer,etcJ. `�-��ij�g'�', f,a,�0�"'�;` LOADCASE(S) Standartl "` �,:` ; P�-i7Ji.�22{f 'c i} 9 N��`a J�r`�i�{)f '.� ti �''r,,.�?1�'.I°'L�#Ai.`^7;:`,aG : � ic� �>........, �,. wC rii�;' �`77=':`Al,c'.tZ'L»�"`� ' �;%p�ttliiitt.t�'�t --- -_- --. - --- - _ July 3.2014 - � Hae�vwc.vi m yhy �- m c �� rsnk ieq � ta e-ms� daar r Mnrc aa ecr �i .v ryaeqnparam � a a � �n r p= g � ' g dlh CJRf SM1 (( .0314)bl :OtyMTk � ¢1 pll hllb d( N t tl �g tl gt b I'dT� t tl 9 tld 9� d t accPf f P Olry� IM1 tl -9 Ith '91 � p ItlpntlF " .iM1 d 9 Pt .I d 3 tlt , 't �ly d �fiM1 � Po if� YPR I 8 bula g' iM1 p blryofth O 1� O f iM1 tl t N 6 Id g� �g p AN9/rPlt L�t I I td g t M1 ind tl I 0 tl � tl b � � �7 � � �p on� kl g ly If b ltl g �Tlyb g.Addl 11 p ry t � Otl g Ib ' gt ' I Oltytl � g t t ih p tilry RM1 t f If . �. Atldt Ip nenlb IQ g�t b'Iryb g fN 'll t 1 1� sp tilty !ih O t� OW f N � tl g t th B I� g� g p N IRC iM1 IBC d ANSIITIi Porgene Ig-d aregaN gd 'g p sbil _�b-�afon,q fry t I trg d � .ry, f .It I sve'ni ddq Ih cng, IttM1 I � � E( !i� iacmeiecnNSUraiimeecsis�mman�nee�:,a�am�ecsije�ia�ycomao�emsaierymromaio�la�aiamewmsacAai�.scu�a�vn.�mama�y�eia�ea��sianaro�-�ro�maro� ENGINEER/NG�!c supplietl In t�e jobsite package.TM1e Imss tlesigner dnvss tlesi9�engineer(also definetl as a spedalry engineer)is NOT iM1e Builtlin9 Designer ot tbe�uilding. Job Tmss Tmss Type �ry Ply FlscPER oBF-o�5 B14416468 T�5 SpeualTmss 8 1 J bRf ( C I) PROBUIL�,MOORESVILLE,IN 46158 ]430sOC1142013MiTeklndusines,lnc. ThuJU1031358'132014 Page1 ID:hO W I8UnL341qT7 s31V00J6zrp07-_K7V79?fi Cn�SWJf63HtlaEU�ztlj WgiOFlIENg3z?Igu 7-7-6 15-10.8 ,16-10-B, 7-7-6 � 8-3-2 ' 1-0-0 ' 4x6 9 Scale=l_3]0 2 6.00 12 \ 8.00 12 �_ � Sx8 II a t 6 -0 I1 w �^q 3 II 3 lo 4 u 5_� ' 6 5_i 4xe II 15x4 II Sxe II �-]-6 15-0�-8 7-7-6 ' 83-2 Plale Offsets(X Y1' �ZO-3-6 0-2-0 [5'.0-5-5 0-2_8] _ LOADMG (ps� SPAqNG 2-0-0 C51 DEFL in (loc) I/deFl L/d PLATES GRIP TCLL 25.0 Plates InCreaSe 1.15 TC 0.86 Vert(LL) -0.34 5-6 >5% 240 MT20 197/t44 TCOL 10.0 Wmberincrease t15 BC 0.81 Vetl(TL) -0.86 5-6 >2�6 180 BCLL. 0.0 Rep Stress Incr Yes WB 0.09 Horz(TL) OA� 5 n/a n/a BCDL 10.0 Code IRC2006ITPI2002 (MaUix) � Weight491b FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No2 TOP CHORD �Stmctural wood sheathing tlirectly applied or 2-2-0 oc pudins, except BOT CHORD 2x4 SPF No2 end verticals. WEBS 2x3 SPF No2'ExcepP BOT CHOR� Rigitl ceiling tlirectly applietlbr 2-2-0 oc bracing. 1-7:2x4 SP 2400F 20E,3-5:2x6 SPF No2 REACTIONS (Ib/size) 7=694/0-3-8 (min.0-1-8);5=787I0-3-8 (min.0-1-e) Max Horz 7=135(LC 5) Max Uplifl 7=-25(LC 6),5=-65(LC 7) FORCES (Ib)-Maz.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD T-2=-6fi1/108;23=-726/110,1-7=-549H 17,3-5=-698/156 BOT CHORD 6-7=0/465,5-6=0/464 WEBS 2-6=0272 NOTES (7-10) t) Unbalancetl mof live loads have tieemconsidered for this design. 2) W nd:ASCE 7-05;90mph','TCDL=6.Opsf;BCDL=6 Opsf�,h=25ft;Cat.II','Exp B',.enclosed;MWFRS(low-rise)gable end zone and GC Exterior(2)zane;cantilever lek and right exposed',end vertical left antl right exposetl;GC for members antl forces 8 MWFRS for reactians shown;Lumber DOL=tso plate grip DOL=1.60 3) This tmss has been designed for a 10.0 psf bottom chord live loatl nonconcurrent wilh any other live loads. 4) Providz mechanical connec�ion(by ofhers)of truss to bearing plale capable of withstanding 25 Ib uplift al join�7 and 65 Ib uplik at joint 5. 5) This ttuss is designed in amortlance wilh lhe 2006Antemational Residenlial Code sections R50211.1 antl R802.102 and referenced /'�-� stantlard ANSI/TPI 1. 6) "Semi-rigid pitch6reaks with fixed heels"Member end fixity model was used in the anaysis and design of Ihis Imss. �s��""��'�'ii%:g ' �) 1. Addltional stablllry bracing For truss system,e.g.diagonal or X-bracing,is always required_ See .`-1; L}��Pff tj�, � e) BC511�. 1C�'�y.�:..«.a,.„.�('.�_ �;ry.� 9) 23.It is exlremely important to properly�install lemporery lateral restraint and diagonal bracing,in � �4':'{�vA'��'^ry fi- �r .� 10) acw�tlance with BCSI-B2 or using proprietary methods(e_g.Stabifizer,elc.). �r � r�� o'-�'�% ; PE-1t0i2220 ; '" . LOA�CASE�S) Stantlartl 6 O ` '� ' �JT]�tE .{Z� •°•.o'. ,r'. "t�'U�,�. r,.dDI�.N�:-:�'�.c" i �� '" - ..' .�„ ��<�.�`SI�r't�4-��t1��+. � �f�1117lIlit':fii.il - .--. __ — - - - - �- July'3,2014 t. WARNING VI tp g�ty � IM1 C t f Akn Itlg � 1 fP B 'ItlSUtl tlT f M ftl tlP tl 1't .V !ytl q�p t d tl I (' T m� D 'g0 � gtl�M1pJRt BM1t( .031<)bt .OtyMTk tpll hllh tl( Nt dga gt � Itl. Tht tl 'gtl gtl� t pt ol espo ��Ityi 1� tl Ig fiM1 s gl � sscom0 �tl p 1 tl� .TM1 tl �g pt ,I d g d( t blry tl Itl' p II nyp h l � �� h 1] g 1� p b I ty ol ih Ovme�Ih Own ih 4 g 1 �h B Id g 0 y t p AN51?PI t L t I � � t tl �g t h '.tl 'tl�I b tl rh tl 6 � l p, b kl g y �! b Id g t tiltyb g Adtlt It p ry t � Vtl g IC g� � �tilryd � g � t m p tily flh ! 1 I . . Atl[t Ip anen�b Id g t�11yb - g t�b�- Ilst tl ' iM1 sp 'blty fiM1 O ,U O ' ih 0 g �M1 B Itl gO g ,p 0 IRC �0 IBC tl � ANSUTPII. Porgen Ig'tl eregar� �tl -g p bl� fo'ralon q Iry t I, t g ,d I' ry ct ,I I rvl stent tla' g Io ' g I��M1 I t � df it� '" iaqmeieqnn�sirtviiineecsis�m�a�ysnae�:,�a�morecsi�e�mmgcompo�aoisaierymrometo��a�aiaeieo-omsecna��soem�:��y.wma�aa�yreieiea'o:iaui' ��mo�mero� ENGINEERING�Lc suOPlietl in tFejoOSi�e parkage.T�e tmss tlesi9ner or Wss tlesign engineer(also tlefined as a specialry engineeQ Is NOT t�e Building Designero�IM1e building. Job Truss TrussType �ry Ply FlscHEROaFO�s B14415468 TW SpecialTmss 9 1 Job Re(erence Loptional PROBW L�,MOORESVILLE,IN 46158 ].4]0 s Od 14 Y413\AiTek InGuslries,Inc. Thu Jul D3 t3'S8262014 Page 1 ID:hOW18UnL341qT1s31V00J6rry07-6qPTrc9pzBQ1 WWO9MI0gczWRis9RDaRalptZtlpz?Igh 7-7-6 15-10-B 7-7-6 8-3-2 4x8 i Scale=l3].0 2 600 12 / 2 \ B.W �2 1- r� Sx8 II 3 'tl 1 2-5 4x8 II q I�I 3 � �o I i 4-6 � 5 4 fi 6x8 II 1.5x4 II ]-�-6 � 15-ID-fi �4-6 83-2 Plete Offs_ets1X Y)'._[2:03-6 0-2-01 f3'0-5-0 0-2-01 ` LOADING (ps� SPACING 2-0-0 CSI DEFL in Qoc) Ildefl L/d PLAiES GRlP TCLL 25.0 Plateslncrease 1.15 TC 0.86 Vert(LL) -0.34 4-5 >554 240 MT20 1971�44 TCOL �OA Wmberincrease 1.15 BC 0.82 Vert(TL) -0.85 4-5 >219 160 BCLL 0.0 Rep Stressihcr Yes WB 0.09 Horz(TL) 0.01 4 n/a n/a BC�L t0.0 Code IRC200fi/TPI2002 (Matrix) Weight511b FT=20% '. i LUMBER BRACWG TOP CHORD 2x4 SPF No 2'ExcepP TOP CHOR� StmcWral wood shea�hing tlirectly appliedbr 2-2-0 oc purlins, excepl 2-3:2x4 SP Na� ' end verticals. BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x35PFNO2'ExcepP 1-6:2x4 SP 2400F 2.OE,3-4:2x6 SPF Nn2 REACTIONS (Ib/size) 6=697/0-3-e (min.0-1-8),4=698/Mechanical Max Horz 6=145(LC 5) Mex Uplift 8=28(LC e),4=25(LC 7) FORCES (Ib)-Max.Comp/Mae.Ten.-All forces 250(Ib)or less except when shown. TOPCHORD b2=-663l109,2-3=-72�/109�,L6=549/�17,3-4=-60V�11 BOTCHORD 5-6=0I468,4-5=0/466 WEBS� 2-5=0/269 NOTES (e-11) �) Unbalanced mof liveloatls have been wnsidered for this design. 2) Wind'.HSCE 7-05 90mph;TCDL=6.Opsf;BCDL=6,Opsf;h=25k�,Cat.IP,EvP B',enclosetl',MWFRS(low-rise)gable entl zone and C-0 Exterior(2)zane�,cantilever left antl right exposed;end vertital IeH antl right exposed;GC for members antl forces 8 MWFRS for reactions shown',Lumber DOL=1 fi0.plate.grip�OL=1.60 3) This truss has been designed for a 10.0 psf bottom chortl live load nonconcurrenl with any olher live loads. 4) Refer�o girder(s)for tmss b lruss connections . �5) Provide mechanical connection(by others)�of tmss to bearing plate capable of withstanding 261b uplik at joinl6 and 25 Ib uplifl aljoint �p/ 6) This Imss is designed in accordance with Ihe 2008 International Resideniial Ccde sectiorts A502.�1.1 and R802102 and referenced , „ /N� standardANSI/TPI t. ��"�� f�''ig 1� 7) "Semi-rigid pitchbreaks with(ixed�heels"Member entl fixiry model was used in the analysis and design of this truss. ,.,�1��(j=+F=�p�p �!Pfe,. e) 1. Atlditional stabiliry brecing for tmss system,e.g.diagonal or X-brecing,is always required. See .'�,°��,a�� -^•°' '••. �''..�.�'�� 9) BCSI�. ,.�.yt�a ;'�'r.JYST.°'^,iyt;,;; �tK� �. 10) 23.H is exiremely important to pmpedy install temporary lateral restraint and diagonalbracing,in w .$ ?`�` C' �, „J Y i i) accortlance with BCSI-82 or using proprielary methods(e.g Stabilizer,elc.). ' F�-i 10`t222f3 � LOAD CqSE�S) Standard , - ~ a : STP,iE 3F ��Q' s '��fa�,a. r,*1C�la.,NF�,v'.:"'�:� S �� *`r� c�,�'��...�' a3^� �{` OfOp 1C.7t;'�.�_�`.�,�A •IiSttlt171ilk�:i: __"' _'_'. _ .lU�y 3,2��4 !. WnRNING PI se�� g�ly - I� C � ml Fk ICg 1 !P B IdS a OT f M ! t dP d t 'f .V rytl g 0 � � � tl I iti T s �� g D �ng 4N DJR f ce5h t( 03fa)b 1 .O IyMT .d pl t M1 II� dl iM1 i tl "g tl gl b Id. ili t d �g tl g� d t acce0t f P - bllY /iM1 tl '9 fN pl � P tl P�tlb b.T� d '9 Pf ,I a 9 Of �� blty tl �ih' P �� YP � I 0 Q b tl g� t� p� bity lll Cw� �M1 O f I�o 4 g �1 tM1 B Itl gtJ 'g p AN51/TPI1 L 1 I t ttl g t 0 �tl �tl I b tl M1 N �b �f f p ' bklg ty l��bitlgib'fryti gAtld� It p ry i � ttlg Ib gl � ibltytl ' g ta ' ib p �biryliM1 � tll . � AtlE� I rmanenlb IE g �tilryb g fP -211 � n fh sp tilry tih O �h O r iM1 E g � th e Id gD g p ih IRqtM1 19C tl _ HNSI(iPl1 Fo�gen I9-tl etega�d gtl g pOn blt f C'ca(on.q Iry 1 I � g -tl I ry, ( I � I s�ren� tl0.g Ib � g IIU� I t t dt f�M1 iac�neiecnNSVran �neecsis�ma�y:n��a�mo.ecsi�e�iamyeompo�amsaieiymro ero��a�aianiertomsecaa��snam ��r.�om3�aa�y�eia�ee��s�euaio��momero� EN6INEER/NGtcc sup0��etl'm tM1e johsite package.TM1e Imss tlezigner or Vuss design engineer�ako definetl as a specialry engineerJ Is NOT�M1e Bulltling Oezigner�o!i�e builcing. Job �Tmss TmssType pty Pty� FISCHEROBF-o99 18441239 B1441b468 TO> Common Tmss 1 1 Job Re/erence(aptionap PROBUILC, MOORESVILLE,IN46158 ]430sOd14201JMiTeklntlu5lries,Inc. We4JU1028�.1Y.192014Pa9e1 ID:hOlM8UnL341qTt s3NOCJfizry07-7yj7ch2LRFy[PVm_FOozgeih4HCttKnwfXKZ71iO3iM {�i0-0 6_5�2 12$0 •13-9-8 b-�0-0 6-542 � 6-2-4 � i-1�' 4x8 = Scale=144 6 3 1200 �z 3- � axe II � a � � I s � h ` „ I� 8 � 6 4xt0 I I 15z4 I I 3x4 I I fi-542 120-0 � 6-512 ' 6-2L Plate ORSeis(X V)'_[4:0-4-15,0-0-0� �6:Edge 0-2-81 ' LOADING(ps� SPACING 2-0-0 CSI ` DEFL in Qac) I/defl L/d PLATES GRIP TCLL 25.0 Plaleslncrease. �.15 TC O55 Vetl(LL) 0.05 7-8 >999 240 MT20 �69/123 TCDL 10.0 Lumberincrease 1.15 BCC 0.�9 Vert(TL) -0.�1 7-8 >999 180 BCL� 0.0 Rep Stress Incr Ves WB 0.09 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight 451b FT=20°/ LUMBER ' BRACING TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wootl sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SPF No2 entl verticals. WEBS Zx3SPF No2'ExcepP BOT CHOR� Rigid ceiling directly appliedor 10-0-0 oc bracing. 2-8'.2x4 SPFS SWtl REACTIONS (Iblsize) 8=626I0-3-8 (min.0-1-e),6=646/03-8 (min.0-1-8) Max Horz8=-175(LC 4) Max Uplike=-42(LC 6),6=-49(LC 7) FORCES (Ib)-Max.CompJMax.Tea-All forces 250(Ib)or less except when�shown. TOP CHORD 2-3=-550/84,3-4=-547l86,2-8=-574/128,4-6=-5871134 BOTCHORD 7-8=-2/272.fi-7=-2/272 WEBS 3-7=0/274 NOTES (7-10) �)Unbalanced roof live loatls have been considered for this tlesign. 2)Wntl'.ASCE 7-OS',90mph;TCDL=6.Opsf;BCDL=6.Opsf h=25ft;Cat.II;Exp B;enclosed;MWFftS(low-rise)gable end zone and GC Exterior(2)zone;cantilever left andrighl exposetl',end vertiwl left antl�right exposed;GC for members and forces&MWFRS For reactions showq W mber�OL=1.60 plate qrip DOL=t60 3J This lmss has been tlesignetl for a�0.0 psf bottom chord live load nomm�current wilh any oNer live loatls. 4)Provide mechaniwl connection(by others)of truss to'bearing plat=capable of withslanding�00 Ib uplift at joint(s)8,6. 5)This tmss is designed in accordance with lhe 20061ntemational Residential Code sections R502.iti antl R802.102 and referencetl stantlard ANSI/TPI 1. 6)�"Semi rigid pitchbreaks wilh fixed heels Member end fixiry model was used in the anaysis antl tlesign of this Vuss. 7)i. AGditional stabtlity bracing for truss system e.g.diagonal w Xbraung is always required�See `� � 8) BCSI1_ J7dtt31{;,, j,/ � 9)23.It is exUemely important to propedy Install femporary lateral restraint and dlagonal b�acing,ln xv i ��.,rj ;+TPY �0) accordance wilh BC51-82 or usin m rieta �methods e.g.Slahilizer,em . '�� . 9 P P ry � �) i'� \�" ,.... �tt� j%r � ,., o.., „�„ � LOADCASE(S) Standard ?��.�>�E`��b�{;�?g % � . �'' .- r PE-sPL'42�r3 � � � � STATF_OF ��? a °;.�f.?�`,i'��#a�6?',•'�1a4�` �l ��i,.r,�av'i.}:'.4L�-ty�1�t��Y . - �ltUtIP71Iit3Uti"�� - - � --�----. . .— - — . July 3,20�q A WARYING PI tM1 gMy ' IM1 'C 1 ! Akn Itlg entolPrB-ItlSt d tlTermSforMawfacWre4P tl �s! .V rytl 'g p t 4 a t 11' T a,i p g D - g diF OJRf Sh 1( .0314)bf .OIyMTk t plt sFallbeusedforN I tl �q tl g� � IdTM1 t tl 9 tl g d t 5 pt frep bltY� �hetl Ig flh - gl � p �tlpc4+tlM1 - .TM1 tl gnassumptonsloatl g dl t�lty tiv �ti � p t� Yp � i D b Itl g- I�e p blly �P O e ro Own r tM1 etl g t IM1 9 Id g� g perAN51/TPI1 �aie I t �tl �g i M1 wn �tl d I b tl M1oM . b . - f � pt - nb kl go ly nolfo h ld g 1�Ltyb � g Atldl II p t ry vanl/dagonalbracngto-n � blrytl g t p � I�e p stilryoliM1e� tistaller. H �. nWl- Ip rmanenttwld g taGilty� g ftM1� II t q - iM1 resp tilry (ih O nerfM1eOwne�sautM1Onzetlager�oriM1 6 Id g0 g rperlM1elRC,tM1eIBC tl ; H�SIrtPl1 Poigen Ig �tl oeregardgd 'g ��p blf fb� tonq Iry 11-iragetlelvery,erac�bmleMrelresfm]nt da'ega 1W �gmraultlbelatesl tll' iIM1 " iacmieqnNSUrPi� meecsis�mman�nee�saoamrecsi�e�mbecompo�emsareymmrm�ro�la�aiaeie«omsacnanV+�,.ec�a�svy.�oma�aa�yrei��ea��s�suaron'�m�ma<o� ENG(NEERlNG[:c smplie0 in Ihejobsite package.The imss designer or Wss tlesigAengineer(also CelineB as a specialry engineep Is NOT Ne Builtling Oesigner oliM1.builEing. JOb T�uss Tmss TypE Qiy Ply FlSCHER 09F0]9 184C1200 B14416468 T09 CommonTmss � L JobRefe�eOLE(OD�Of121) PROBUILD, MOORESVILLE,IN46158 ]430sOd1a2013MiTeklnousVies;Inc. WetlJU10215]t242014 Paqet IP.hOW18UnL341qTi s31V00J6zry07-T9HVq13zCZ4qsfLApxKCDrFqOhtp0fU3uB36f9z03iL s-s-�2 I �2$-4 �iae�i � 6-5-12 fi-24. � 14-8 4x6 II Srale=1:44.6 2 I 1200�12 2' � 3 � — -� q �m '� LS._I II I?: ] B 9 10 4xe II 6 5 3xe II Sx12, II 6-5-12 1ff&0 fi-5-12 ' S-2-0 ' Plate Offsets(X Y)'_[LO-S-�-0-1-121�[5'.OS-6 0-0�Oi f6�.0-5-0 0-L81 LOA�ING(ps� SPACING p-0-0 C51 DEPL 'in (loc) Vaefl Lltl PLATES � GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.67 Vert(LL) -O.W b6 >999 240 MT20 197/144 TWL 10D Lumberincrease 1.15 8C 0.46 Vert(TL) -0.�5 �-6 >971 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(7L) 001 5 n/a nla BCD� �OA Code IRC2006/iP12002 (Matrix) Weight 1371b FT=?0% LUMBER BRACING TOP CHOftD 2x4 SPF Na2 TOP CHORD Shuctural wood sheathing direc�ly applietl or 6-0-0 oc purlins; excepl BOT CHORO 2x8 SP 2400F 20E end verticals. WEBS 2x3 SPF No2'ExcepF BOT CHOR� Rigid ceiling tlirectly appliedor�0-0-0 oc bracing. 3-5'2x6 SP 2400F 20E - WEDGE Lefl�.2x3 SPF No2 ' REACTIONS pblsire) 5=2648I03-8 (min.0-1-8),1=3843/03-9 (min.0-1-9) Max Horz 1=178(LC 3J Max UpIIftS=-476(LC e),1=437(LC 6) FORCES (�b)-Max.Comp/Max.Ten.-All forces 250{Ib)or less except when shown. TOP CHORD 1-2=-3044I557,2-3=-2953/54fi,3-5=-23171454 80T CHOR� 1-7=-315/�960,7-8=315/1960,8-9=315A960,6-9=-315/1960,6-10=315/1960, 510=315/1980 WEBS 2-6=66113691 NOTES (�0-13) 1)2-ply tmss to be connectad toBether with tOd.(0.93T'x3")nails as follows'. Top chords connected as tollows'2v4-� row at 0-9-0 oq 2x6-2�ows staggered al 0-9-0 oc. Bottom chords connected as follows'.2xe-2 mws slaggered at 0-5-0 oc. Webs connected as follows'.2x3-1 row at 0-9-0 oc. 2)All loatls are consitlered equally applied lo all plies except if noted as front(F)or back(B)face in lhe LOAD CASE(S)section.Ply to ply connectiore have been provided to tlistribute only loatls noled�as(F)or(B),unless otherwise indiwted. � 3)Unbalancetl��roof live loads.have been considered for�his tlesign. ° � 4)Wnd-.ASCE 7-03,90mph;TCDL=6.Opsf;BCDL=6 Ops(-h=25ft;Cat.IP,Exp B;enclosed',MWFRS Qow-rise)gable end zone;wntilever . � � 3 t t;;;., left and�righl exposed-,entl vertical lefi and right exposed;W mber DOL=1.60 plate grip DOL=1 60� `113�L.� i,.Gr) `'j��, 5)This truss has been designed for a 10:0 psf botrom chord live loatl nonconcwrent with any olher live loatls. . li� ��rr 6)Provltle mechanlral connection(by�olhers)�of ituss to bearing plate capable of withstantling�00 Ib uplift at joint(s)excepl G�=�b)5=47fi, � �„C�,� �� ,°., �� 1=437. i'�;:°w„zG L``Cy�.,�� 7)This tmss is designed in accordance with Ihe 2006 Intemational�Residential Code sections R5021 L� antl R802102 and referenced � �,y standard ANS�/iP�i. ; F"c-)1�E....2�J ; _ B)"Semi-rigitl pitchbreaks with fixed heels"Member end fxiry model was used in the analysls antl design of this truss. � � �_,ma_ — 9)Hanger(s)or other connection�device(s)shall be provitletl sufficient lo support concentrated load(s)10451b tlown and fi1 Iti up at � ' � � � � � ' LL12,.104016 down and 58 Ib up at 3-1-12,and�040 Ib tlown and 67 Ib up at 5-�-t2,and 21661b down antl 66t Ib up at 7-1-12 on r M+t `�''��`� ' :u�� bottom chord. The desigMseleclion of such mnnection tlevice(s)is the responsibility of olhers. ''�,. �..''_�"x[�apq��`••'a`�� O) 1. Additional stability brecing for truss system,e.g.diagonal cr X-bracing,is always required. See ''`w; �'.;;�.�""' "�y:;�^.,ti'� �1) BCSIt �4�f� 1t�i`'l�Lx-� �°k 12)23.It is extremety importanl to propetly install lemporery laterzl restraint and diagonal bracing,�in ltltfl+iih4Gt'"' 13) accordancewilh BCSI-B2 or using proprietary melhotls(e.g.Stabil'',zer,etc.l, i _ ,IU�y 3,2��4 Continuedon� age2 � � WARNING PI �b gM1y � iM1e C sl Y A k I dg I �P B 'Id S1 d tl T s t M f � tl P d ts f V ry tl g pa am t a� tl � Vi s C q a� ' 9 � tl M OrJ R 1 She 1( .W 14)b! .O ly�d T k pl t p II b d! fi � tl g tl g t b I 4.Th � tl �g tl g- Q t pt f P bltYf 0tl �9 II� " 911 P itlpitlh � .Thtl '9a �P( ,I d9 di tbl�Y d �f�� P �� ^Y� n �. � � b Itl g' iM1 po blty !1� O� t0 O � IM1 tl g I .N B la y0 'g P ANSI/TPI1 L � I t (� -g i M1 �� tl d I b� tl � d e _ f p b kl g h, �f � IB g t�I�y� g AtlCf It p ry le 1/d g Ib � g t �ftytl � g t a � tM1e p �blry ftl t � t II . � Atltlf Ip rtnznenl0 Itl g tatilty0 g 1�M1�� 11 t � I� resp tilry tt� O m O �� M1 tl g t M1 B Itl gD �g p �� IR4�Ih IBC tl , TN51/TPit Porgen Ig tl � egaN gtl 'g pon �It I b-ca�on,q Ily � I t g ,tl I' ry � I t I strem Otl g I� cl q ItN i t 1 di !ih "' iac m iac nusirai t me ecsi s�m an snee�s,a�aro acs le�m��s co„ao�e��sa�ey mro' .aro�l a�a iaoie r�om sacA ai„.„�,. e��e��n.=�m a�a a�r�eia�ea-�s�au �o��nro�maro� ENGINEER/NGtcc supplied In Ihe]o�site paekage.TM1e imss dasigner or tmss tlasign englneer(also tla4ne4 as a specielty englnear)is NDT t�e 6ulltling�eslgner ol tM1e building. JOb Ttu55 TNSSTyp¢ Q�y Ply FISCHEROBF-0]9 184C440 81441fi468 TOB Camman Trvss 1 q � Job Reference o tional PROBIIIL�. MOORESVILLE,IN46158 ]430sOd1E2013MiTekln�usines,Inc WedJU10215'1t202014Paqe2 ID'.hOlM8UnL341qT1 s31V00J6zrp07-T9HVq13zCZ4qsflApxKGDrFqOhtpOfU3uB36f9z03i� LOAD CASE(S) Standard 1)Regular:W mber Increase=t�5,Plate Increase=1.15 Uniform Loads(pl� Vert:7-2=70,2-3=-7Q.3-4=-70, 1-5=-20 Concentraled Loads Qb) ven:�=-�oas�e�e=�oaa�a�s=ioaoje>io=z�es�e� !. WARNING PI IM1 B�ly - �h C t f qckn I dg � (P B Itl 5Y d tl T f M ! t tl P ci f .V ty tl 'q p ra et d 0 t p��T �� g D -g Ctn pJRf ceS� t( .0314)� f .OIyMTk t pl � hIIC tlf t� � tl g tl gt p IdTM1 1 tl g d g� 0 � � p� t P blryf tM1 tl -9 f�M1 ' 91et mP ta PCetlM1 .TM1 d 9 Pt I tl 9 d! � l blrya d �. M1 P it �YP h' � B �� b Itl g' tM1 po sbly ft� Owne 0 Ow Y iM1 tl g f th B ItlngCe g p AN51/TP1�1. 4 t I � �d 9 � M1 �tl d �I ti tl i d b e ! p ' nbcklg Iy,nifolEgs� Gl'tyb gAtldt II p ry t � Vd' 0 Ib ' gt ' tblrytl g t t � t� p tillyflnt tll qWl Ip m�anen�OUld g5� b}'yb 9 tlh II � 1 �Hrespo pl�y !l� O Ih O fg m tl g 1 �M1 9 Itl gD 9 ,0 �� IRCtM1 IBC tl ,' ANSII�PIL F rgen Iq tl eregarC gd g � p sbll f h� ton,q Ily t I. t r g tl I ry, cf .lateal svent tlC g Ib ' q It�M1 I t � dt Itl ^" iacm ieqnNSUraii,meeesis�m a�vsneeisana,oreesi�e�ia�ycompo�emsa�erymromaro�la�aiaeierromsecn��www.se-�a�,vy.00ma�aa�yrei��ea��anr ��'mormaro� ENGINEERINGue su>plietl In�FejoCSite package.TM1e�rvss designer or tmss design engineer(also tlefined as a specialry engineer)Is NOT t�e Builtling�esigner o(Ne�uiltling. JOb Tm55 TfO55Typ¢ Qty Ply FlSCHEROBF�W9 IB441241 B1441696p T09 HipTmss 1 1 Job Re(erence foptionaq PROBUIL�, MOORESVILLE,IN65158 ]430sOCY1420t3MiTeklntlusNes,Inc. WetlJUID215]12120t4Page1 ID:hOlM8Unl341qT7 s31V00J6zrpW-xLtli N46zIChllpwNMerRl3ozP5EJ70yG7rptB�z03iK �}-a-p_ss-iz_� a.io-ia l iao-a zi-ivia zs_iinx��s.�-z . .ai-z-e ai-ioasais , asno-i<_#i�o� 1-0-a 3-9-t2 54-2 51-2 J-11-td >-11-tC 5-i.fi 54.6 O�E-8 J-1-15 ' 4-t-15 1-82 � SxB = 3x6 = Sx8� 10.00 �le=1:1026 3x6 = 3x6 - B 10 11 12 13 14 4�"@-il'a—:�� 4x6 = Sx12 WB G � 10.20 iL19 g 1&14 ] M .&p 1 8 11 � L�1] 1a��5 � � � � �� 12 i6 qfi 3x6 G � 2 gp 3x6 9 6 � i — S-0� - 3xB i \ 21 q0 18 1� 16 15 fi00 12 1B 4 5 6-22 Sxfi = 3x6 = 3xfi = 3� = 3x6 = 3x4 I I 3x6 � 6-fi 2� 3x6 = 3 II &2 3x6 % � S2] 2 5 o t �� II b4 II 900 l2 W' 2-0— � 4x6 ° ZB P 26 25 2x4 II �3x8= 2.�4 II a4 II Sxe� 29-11-1P r323_s5ry]z_&t4L +..o.o �s.o-o. .z�:.z--zb� - s.- �LZJ ns5� sh1-0 1]-� 4-2-8 54Q SLb '3-0-0 ' 10.2 I 60-2 ` 3.1f.0 0- 9 5]-6 I 5-1144 6-41�� 5-10-I� Plate ORSets(X,Y)'. [3:0-2-8,0-LBj,(8'.0-3-4,0-3-OJ,[9:0-3-0,0-�-4],.[10:0.2-Bp-1-8],[�i'.0-3-5,0-0-7],[�2:0-2-8,0-1-8]�,[13'0-3-7,Edge],[14:Edge,0-i-12],[15'.Edge,0-2-8�,[�6�.0-2-8 .o-i-e7�[t9.o,2,s o-i_-ak[zo�az-a�o-i-ey[21;a3-o.o_1_e7 � LOAOING(ps� SPACING &0-0 CSI DEFL in Qoc) I/defl Vtl PLATES GRIP TCLL 25.0 Plates Increase t15 TC 0.82 Vert(LL) -0.06 23 >999 240 MT20 197/�44 TWL 10.0 Wmberincrease 1.15 . BC 0.44 Vert(TL) -0.1622-23 >999 180 BCLL 0.0 RepStress�Ancr Yes WB t.00 Hoa(TL) -0.02 15 n/a n/a BCDL 10.0 Code IRC2006liP12002 (Matrix) Weighl'2471b FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No2'ExcepC TOP CHORD Stmctural wood sheathing directly applied or 4-�0-1 oc pudins, excep� 9-11,1�-13:2x4 SP Na� end verticals,and 2-0-0 oc pudins(6-0-0 max.):9-13. 80T CHORD 2x4 SPF No2'ExcepP BOT CHORD Rigid ceiling tlirectly applied or 6-0-0 oc bracing. � 18-21'.2x4 SP No.i WEBS 1 Row at midpt 9-20, 10-20,iL�9 WEBS 2x3 SPF NnYExcept' 14-1fi'2x4 SPF No2,11-17:2x4 SP No:i OTHERS 2x4 SPF No2 REACTIONS (Iblsize) 15=650/Mechanical,28=1356/0-4-15 (min.0-23),20=2697/0-3-e (min.03-3) Max Horz28=418(LC 5) Max Uplift�5=-72(LC_5),28=-118(LC 6),20=-238(LQS) Max Grev 15=764(LC 1�),28=1403(LC�10),20=2697(LC i) FORCES (Ib)-Max.Comp./Max.Ten-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=230/477,3-4=-820/0.45=-676/0,5-6=-t069/52,6-7=-822/75,7-8=-78/432, 8-9=-78/628,.9-10=-75/933, 10.�1=455/324, 11-12=484/103;12-13=-433/9�, - 13-t4=5t4/103,14.15=7�3197 . BOT CHOR� 2-28=349/238,27-28=-386/24,23-24=-227/7002,22-23=226It037,2t-22=199/56], 20-21=-953R60,�9-20=-323I16fi,18-19=-1491482, 17-18=-�49/482,�6-17=-�27/432 WEBS 3-28=-0286/2�6,3-P=-61/1088,5-27=-568I152,24-2�=-21 V698,5-24=-i6/277, � &22=-345/127,7-22=30I566,7-2�=-1027/292,9-21=-177It069,.9-20=-1551l312, 10.20 13�5/t43,t0-19=0/6'I0,17-�9 656/99, 12-�6=-323/�58, 14-18=120/612 NOTES (�0-13) �� )Unbalanced mof live loatls have 6een considaretl forthls�design. 4, y ;� �t�r„ � 2)�Wind:ASCE 7-05;90mph,TCDL=6.Opsf;BCDL=6.Opsf h 25ft',Cat.If,Exp B',�encloseQ.MWFRS(low-rise)gable end zone and C-C t{.^ ,� �ri ?'oj� Exterior(2)zone;canelever left and nght exposed�;end vertical left and right exposed�,GC for members and forces 8 MWFRS for � �'•-' ri, reactions shown;Lumber�OL=t.fiO plate grip DOL=7 fi0 '' C� r '•.��r 3)Provitle adequate drainage to prevent wafer ponding. J �•.$ -•'`l."13 ""r`£,9•�{.t " 4)This tmss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any olher live loads. , ^ �„ � � � g Y 5)Refer to glyder(s)ror huss to imss mnnectlons. ; t'€-#ii�i222C3 ; 6)Provde mechanical mnnection(by others)of trvss to bearing plate capable of withstanding�100 Ib uplift at joint(s)15 except Q1=16) �. � � � m ? z�iis,zo=zaa. � -a � $TAZEO� i T ti 7)This Vuss.is designed in accordance with Ne 2006 Intemational Residential Code sections R502.1 L� and R802.id2 and referenced �„ � `; r :,V ,� standardANSIlTPI1. '� d,p.°�.!tiQ��iyY-ar^�y� : 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixiry model was usetl in ihe analysis and.design of Ihis truss. � {° "^'"' �yi�� 1��"� 9)Graphical purlirtrepresentation does not tlepict the size or lhe orientation of the purlin along lhe top antl/or botlom chord. '/,}tlrtll��+'A 4'�`_,tb��'' � � Ccntinuztl on page 2 --"" --- ' '— -- .lUly..3,2014 � WARNING PI fM1 gMy � iM1 C t ! Ak Itlg t fP 6ItlSl tl tlT ! M ftl etlP tltl'! .V fytl g p t 4 d � niM1' T W g � ' g diM1 DJR! Sh �� :03147be1 .OIyMTk t pll M1llb dt ih i d 'g tl gt b I'dTM1St tl g� tl g d t � C:05�5�� a¢ept f� p bTtyl Ih tle'g �� -gl �v p itlntYtlM1e -TM1 d -g ( ,I tl g dC sl�lry a TtM1 p tl yprt I D bultlng- Ih p blry ft� O er�0 Owne� Ih ' tl g l IM1 6 Itl g0 -g p AN51/rtPlt L la I t itl 'g t � � d � 1 0 ticM1ON � � t a- i p � b ckl g ty otto b ld g � �fty0 ' 9�Atldt It p ry lantd g Ib � gt -n t biryd g t t � ihe p nstilryofihe� ssbstaller. Ptld(onalpermanentbulUngs�atiltybrcngoll�ebverzlll wresl�eresp sbltyotmeOwnr,I�eOwnersaut� rietlagentoriM1eBUldngDesgnerpertM1eIHC,IM1eIBCantl ANSIRPI 1. For generel guidanw ragartling tlesign responsibiLties,la�riraiicn,qualiry mnvol.stora9e,tlelivery,ereotion,lateral rest�aim end diagonal brecing,mnsult Ihe latest etliGOn oi iM1e ireq ina iec,nNSUTei i,ina acsi s„mme,y snae�s;a�am.ecsile�uamy compo�e��se�ery mrormaro��e�e�iame rrom secn a��so�i�d�s�n-�m a�a a�y reia�eo��s�aiiaxo�inrormeno� ENG/NEER/NG uC s�pplled In�M1e jobsite package.T�e tmss tlesigner or imss tleslgn�englnear(also tle5netl as a speclely enBlneer)Is NOT Ne Bulding�eslgner o!ihe buJtling. Job TN55 TNSSType Qty Ply FISCHER06F-0]9 18441241 814�16468 T�9 Hip Truss 1 1 Job Reierence(opt'onal) PROBUII�, MOORESVILLE,IN4fi158 ]d30-sOC11420t3MiTeklntlusineS,Inc. WetlJU10215'it2120f4Page2 IO�.hOVN8UnL341qT1 s31V00J6zrp07-xltli N4bzIChUpwNMerRl3ozP5EJ�0yC�rpfBbz W iK 10)i. Additional statiility braciBg for truss system,e.g.diagonal or X-bracing,is always required. See 11) BCSI1. 12)23.It is extremely impartant ro pmpedy install lemporary laterel restraint and diagonal brecin9,in 13) accordance with BCSI-B2 or using proprietary methotls{e.g.Stabilizer,etc.). LOAD CASE�S) Standard � WARNING PI �h gbiy : N C ! r A k ledg I tP Bu1tl5� 0 tlT f M f t tlP tl t Y .V�rytl g p � d d t � iti T p �90 ' g41h �JRf Sht( .0314)C� OtyMik � pl � M1llb tllNl tl �9tl glb I4,TM1- 1 dgd g'C' t pt ! P blryi� IM1 d 'g fIM1 �-91e P Itl P'� tlh Tb tl s9 Pt �,I C gc tlt . '� hlry tl f�� P it YP h � � � o Itl g3�h p Clty I�M1 O�n Ih Cwn I iM1 tl g i t� B Itl gD g p AN51/TPI1 L � I t ltl 5 � h � d tl I b tl M1 N o e f p b kl g ly I(o � Id g�tabllyb� g Atltlt I�mp ry 1 Jtl g Ib � gt ' i bitytl g I ct � iM1 p tily !iM1 t ' �II . AtlC Ip anen�b IC g itiltyL g t�� 11 t 1 ' N ep 'tilty f M1 Cw tM1 Ownf N r] g 1 �iM1 B IJ gD g p tM1 IRGtF IBG d � AN51?PI9. P r�eneralgudanwregartlngtlesgnrespon tiR !b'�a(on q Ity t I, 8 tl I ry, e[I ,I I I esVant tld g Ib - g, ItIM1 I � t dt !tM1 '" iacmeiecnnsuraii,meecsi:�mmarvmee�: a�aroracsile�mmacomp��emsarerymm�aro�7a�aiameo-omsecna�www.:e��a�:in.r.omaod��yreia�ee��:ianr ��'oro�maro� ENCINEER/NG�b� supplietl In�Fejo�site package.TM1e«uss tlesiqnerocttuss tlesign engineer(a'so definetl as a specialty enqineer)is NOTthe Builtling Designer olt0e bulltling�. JOb Tmss �TNSSTyp¢ Q�y Ply FlSCHEROBF�0J9 ieaaizaz B14416468 T10 Hip Tmss 1 1 Jab Reference(oofonall PROBUILO, MOORESVIILE,IN4fit58 1.43050tl142013MiTeklndusVies,Inc WedJU10215:it222014Page1 ID:hO W18UnL341qT1 s31V00J6zrp07-PXPFFj4DkAKY6zVZwMMgIGK]]UUhsXxMM W Dk2z03iJ 4,-0'�0 52-11 14.28_} 1§-tE 26-0-0 �i 29-01A � 33-11]2�.-�@ZB 43-10�-10 44-�-0 51-]�-0 i-0-0 5-2d1 � 4-11-13 �-1046 7-00�14 3-0Y� � 4-0-8 4212 � 5-8-2 �8-� ]-0-0 � 5x6 = 5nfi = Swle=1'.1035 800 12 10 �� 2x4 II 9 SxB C 3x8 % �Q�� 3x4 II 3x8% 8 � \ �� t3 1}�15 -��3-"� � � 10. 3xfi � � 9.'I] 6 618 a. e a, �� ,s �\II` � � 3x6 O 3x6 % � 600 � 5 6 O 18.6 - 1] 1615 t4. 3x8 = 3x6 = 3zfi O 4 � . 3x8 = �' 19 g 5'�� 3x8 ° r 20 3xfi % 6D0�M12 2 3�2 S 1 3x6 � 1 I1 3-2� � '� -S21=V� . � 6xfi - 22 21 2x4 I� Sx6 = 52-11 9-11-0 iR,2� 1&1£ 26-04 � 29414 . 334142 , 38-2_� 40.]-14� 44-1-0 5�j-0 ' 5-241 ' 48-5 03-8 i4�44 ' ]-ID-14 � 3-it-0 ' 4-0-8 4-2-12 '2-5E ' 3-11-2 �-0-0 Plale Offsets(X Y): ry0-.0-3-0 0-1-8� f12:03-14 0-2-4� ��3:Edqe 0-2-8� (2t0-4-4 0-2-8� LOA�ING�ps� SPACING p_0-0 CSI DEFI in Qoc) I/defl L/d~ PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.89 Vert(LL) -0.36�4-15 >723 240 MT20 �97/�44 TCDL �0.0 LumbeNncrease 1.15 BC 0.8� Vert(TL) -0.9014-15 >288 180 BCLL 0.0 Rep'Stresslncr Yes WB 076 Horz(TL) -0.02 �4 n)a n/a BCDL 10A Code IRC2006(TPI2002 (Matrix) Weight2�71b FT=20% LUMBER BRACING � TOP CNORD 2x4 SPF No2 TOP CHORD Structural wootl sheathing tlirectly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SPF No2 entl verticals,antl 2-0-0 oc purlins(6-0.0 max.):'�0-1 t, 1&13. WEBS 2x3 SPF No.YExcepY BOT CHORD Rigid ceiling directly applled or6-0-0 oc bracing, Except: 10-17;10-15'.2x4 SPF Na2 5-3-14 oc bfacing:20-21 10-0-0 oc bracing�4-15. WEBS 1 ftowatmitlpt 6-18,12-14, iL�S,�0-17 REACTIONS (Ib/size) 14=799/Mechanical,2�=1966/03-8 (min.0-3-2),P=1938/0-3-8 (min�.03-t) Max Horz2�=466(LC�5) Max Upliki4=-45(LC 7),21=-289(LC 6),17=-148(LC 5) Max Grav14=851(LC'11),21=�9B1(LC 10),17=�938(LC�) FORCES (Ib)-Max.Comp./Max.Ten.-All fomes 250 Qb)or less evicepl when shown. TOP CHORD 2-3=-272/664,3-4=-449/�029,4-5=-025/ti67,7-8=-00/320,8-9=-11Z570, 9-10=-7Z590,10-11=-532/�53,�1-12=-757/116 BOT Ch:ORD 2-22=-505/29Q 2b22=-505/29Q 20-21=-1134/237.19-20=-374/�58.18-19=-349Ii97, �14-'15=-18/77� WEBS 3-21=-526/286,8-17=519I209,5-21=-1129/307,5-20=-169/1043,6-20=497/223, 12-14=-9�4I80, 12-15=398/172,10-17=-1233/98.10-15=-47(772 NOTES (ID-13) �)Unbalanced roof live loads have�beem m�sidered for lhis design. 2)WndbASCE 7-05;.9omph;TCDL=6.Opsf;BWL=6.Opsf;h=25R',Cat.II;Exp B',enclosed',MWFRS Qow-rise)gable entl zone antl GC Extecor(2)mne;cantilever leR antl right exposetl;end vertical left antl righl exposed',GC for members antl forces 8 MWFRS for reactions showq Wmber DOL=1.60 plate gnp DOL=1.60 � 3)Provitle atlequate tlrainage lo prevent water ponding. � 4)This truss has been tlesignetl for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. � si�':il:irJtr, f 5)Refer to girtler(s)for Uuss to tmss wnneciions. �.+}t'�.,r,3}:�f..f r y� � 8)Provitle mechanlcal connectlon(by others)of truss to bearing plate capable of withstanding 1001b uplifl a�joint(s)�4 axcept(jl=1b) y{+:` �-�� ;��h� :;.y +� 21=289.17=148_ � .tf.a'. '�1;5'{;;n'�. '�'�`+,i 7)This�mss is tlesigned in acco�tlance with the 2006 International Residential Cotle sections RW2.1 t� and R802.102 and referenced .,; -1 r�,{L 6�}'�, (l��% standard ANSUTPI 1. "� �_ � � � e)"Semi-rigid pitchbreaks with fixed heels'\Member end fixiry model was used in the analysis andtlesign of lhis truss. �'-3�G��ry�� 9)Graphical purlin representation does not depict the size or the orientation of the putlin along lhe top and/or bottom chord. - 10)t Adtliilonal stablllty bracing fortmss syslem,eg.dlagonal orX-bracing,is always required. See ' ' ' " a �t) Bcsli, :� -fl=, STAiEQ= .e':� � �2)23.tt ls exVemely important lo pmperly Inslall temporary'lateral restraint end dlagonel bracinB.in !,� �+�':t�'dp#gpi°:.'�,$�+ ,�'�' �3) accortlance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,elc.). ��i� ��ti °""° .afj�' {*�' °',�,`�'�'Jn:A1-�-�,{7�'� LOADCASE(5) Standard 1��'ax�i7fri��`�� -- - - - --- _---. . July 3,2014 • � WARNING PI IM1 gM1ty -wi� 'C t f N&n wl Jg t fR B Ia51 -OT ( M ��C � dPOtl �'( .V rytl g p t tl tl 1 �li T D 'g � � gtl�M1DJRf SM1t( .0314)�1 .OtyMTk dpl � M1IIO tlfiFt tl 'yd yto IdTM1 �� .tl �gtl gd �t pt f sponsblryfo�Petl sgn fih ' 91 1 p (tl pd tl�e�o.Tl tl g pl ,I tl gc tlt � �i blrya d f�h p t� � yp rt I g p Itl g tF p b I ty f(M1 Ow �M1 O h �M1 tl age 1 �� B Itl g 0 g p ANSI/TPI 1. L t 1 s� t tl 'y t h ' 0 d I b tl M1 tl b � �� l p bkYg ly Ifbldgitiltyb gAtltll I@p ry l � l/dg Ib � g� � sl�lrya g d ��.M1 p �hlryiltt ' tll . H{ AOdI' Ip anenib Id g l�Irybf � g fIM1 II t t ' iM1 sp tilry IID Own �0 O �0 'etl g � � Eultl g� 'g p 1� IHG,iM1 IBC tl _ AN91RP11 Porgen Ig �tl regerti gd 'g p bl� ,(b�raton,q Ity t I, m g tl 1' ry, Y n le� I es,re�nt tld g Io � g Ittp I t t dt �iM1 '" iae,meiec,nNSirtaw,moecsis��mary:neei:,a�mo�ecsi�aemmge�mpooEmsareiymmrmaro��a�aiamervomsecAaiwww.:tc�a�svy.wmama�yreia�ed'o:ian �o�-�mrmaro� ENG/NEER/NGLLC supplietl 1n fie 7o�site peckeoe.TFa imss dasy�er rn 4uss tlesign engineer(also tle(med as a specialry engineer)is NOT Vte Building Deslgner ol�he�ull]Ing_ Job TluSS Tlu55TyP2 Q�y Ply FlSCHEROBF�O]9 1644II43 B146t6468 T11 SpecialTmss 1 1 Jo�Reference(ootional) PROBUILD. MOORESVILLE,IN 46158 >63050d142013MiTeklntlushies,Inc. We0JU10215:11232014 Page�1 ID'.hOVN8UnL341qT7 s31V00J6zrp07-IkzeS35sVUSPj]41U3rirUtlxupYbyzVa9lmGUZ03il -1i0L 5-211 ib2-8 1&1-6 {_264-0 �i_29-1�I 36-042 4340-10 . 4'/-]-� . 51-]-0 � 1-0d 5-2-11 I 4�1-13 � . �-t0.14 ]4044 3-11-0 6b8 � 7b14 � 386 � 4-0-0 � Sx6 i Srale=l'.1089 �� B.00 I]Z 2x4 II 9 10.�8 3x6 % � 3x6 O 3x8 % B � � �� . . ] 10-6 5x8� 3x4 I I a� % is iz 1a e-is s-�e -a°�� . B &19�e"� ��I �� - 5 1 14 " — _._?"�E _ 3xfi q 3x6 G 8.00 12 5 �� t9 1B 1] 13 �5 �4 d 3x6 % < S"�� Sx6 – 3x0 = 3x6 = 3xfi = 3x6 = 3 5�� 3x6 = � �' s.ao iz � 5- 2 3x6 % � d 3 3 a 1 -- II" 3-22 � 4x6 = 23 22 2x4 II Sx6 = 5-7-11 &11-0 10.2� 1&b6 26-0-4 � 2&1�.4 i 36-442 . 40-R14 � a]-]-0 � 51-]-0 b2-01 ' 4b-5 �-3.8 ]-00-04 ' ]-00-04 ' 3-it-0 ' 6-5-8 ' 43-2 ' 6-11-2 ' 4-0-0 ' Plate Offsets(X Y): �10:0-3-�1 0-2-8� ��1'.0-2-7 0-1-8�,�12:03-5 0-2-5� t3:Ed e 0-2-8 15:0-2-8 0-L8]�[22:0-4-4 0.2-8] LOADING(ps� SPAqNG p_0-0 CSf DEFL in (loc) I/detl IJd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.88 Vert(LL) -026 16-18 >979 240 MT20 197/144 TC�L �0.0 WmbeNncrease t15 BC 077 Vert(TL) -0.fi716-�8 >388 180 BCLL 0.0 Rep Stress Incr Yes VJB 0.84 Horz(TL) -0.02 18 n/a n/a BC�L 10.0 Code IRC2006(TPI2002 Qdatrix) Weight:2161b FT=20% LUMBER BRAqNG TOP CHOR� 2x4�5PF No2 TOP CHORD Stmctural wootl sheathing tlirectly applietl or 42-6 oc purlins, except BOT CHORD 2x4 SPF No2 end verticals,and 2-0-0 oc purlins(6-0-0 max.)-:12-13. WEBS 2x3 SPFNo2'ExcepC BOT CHORD Rigid ceiling directly applied or 53-�4 oc bracing. �0-18,10-16:2x45PFNo2 WEBS iRowatmidpt 6-19,10-18 REACTIONS (Ib/size) �4=80VMechanical,22=1969/0-3-8 (min.0-3-2),i8=1933/0-3-8 (min.03-1) Max Horz22=473(LC 5) � Max Uplifll4=-43(LC 7),22=-284(LC 6),�8=-16�(LC 6) Max Grav�4=823(LC 1�),22=1993(LC 10),�8=1933�LC�) PORCES (Ib)-Max.Comp/Max.Tea-All forces 250 pb)or less excepl when shown. TOP CHORD 23=-272/664,3-4=-449/1029,4-5=-4 2 5111 67,7-8=-53/3�5,e-9=-�03/556, 9-10=-02/604,�0.11=-720/156,1142=-1066/119 BOT CHDRD 2-23=-SOSI290,22-23=-SOSI290,2b22=-1134/242,20-2t=391/�76, 19-20e366/214, 15-�6=2/728,1415=10/865 WE85 3-22=-526/286,8-18=470208,9-18=-366/148,5-22=-1131l302,5-21=-�62/1048, 6-21=-499/219, 10-18=1208f78,10-16=57l678, 1244=-�064/4'I, 11-16=-505l20Q 1 b�5=-24/255 . . . NOTES (�0-'13) i)Unbalanced mof IiveJoads have been wnsidered forthis design. 2)Wntl'.ASCE 7-0S,90mph;TCDL=6.Opsf;BW L=6.Opsf;h=25ft;Cat II;FxP�B;enclosed;MWFRS(low-rise)gable end zone antl GC Exterior(2)zone;can�ilever left and right exposed;end vertical.left and right exposed;C-C for meinbers antl forces 8 MWFRS for reactions shown;Lumber DOL=�BO plate grip�OL=t60 � 3)Pmvide adequate drainage to prevenl wate�ponding. ,✓ � 4)This tmss has been tlesigned for a 10.0 psf boriom chord IiveJOad nomm�current with any other live loatls. � ;iSi t:i„t tt �" 5)�Refer to girder(s)for iruss to Imss wnneclions ..ttt�y; �" � 6)Provitle mechanical connection(by others)of lruss to bearing plate capable of withstanding 100 Ib upliR at joint(s)14 except QY-Ib) �;�', �-� ��} �7 , ` 22=284,18=161. ' : �„�"' �.1,�'j � �"!'/.^ i 7)This tmss is tlesignetl in accortlance with the 20061n1ema[ional Fesidential Code seclions R5021 t� antl R802.102 and referenced ��;i�,.ti ik�b�(r�'Y standafd ANSI/TPI 1. e)"Semi-rigid pitchbreaks with fxed heels"Member entl fxity motlel was'used in the analysis and design of this tmss, . .�}-j 3��`ry� � = 9)6raphical purlin represenlation does wt depict�he size or the orientation of the purlin along Ne top andbr botlom chord. � � � ; & � 10)1. Atlditional�slabilily bracing for tmss sys[em,e.g.diagonal or X-brecing,is always required. See � .n : �-i.�b��_ ;.�, i it) BCSIt %, -�} ' ^ :t. � 12)23.It is e#remely important lo properly install temporery lateral restraint and diagonal bracing,in +' �� '"..tPdQ{ah�,.'",as-` � �13) accordance with�BCS1-B2 or using proprietary methods(e.g.Slabilizer,etcJ. l�i� ��r '"'•"� "^� l"'� , i�If,"IQr.`A4-Y'��,yti'� IOADCASE�S) Standard �'�1�/P)q��ty;i`.+,lt --,-- . --, _ _. July-3,2014 � WARNING-Please tn gnly " tn c t ! Ack I tlg t rP 8 IJ st tl tl r r M I ct a P a 1 t .Ve ry tle�g p r t a e t in T 0 g 0 ' g diM1 D�JRf 3h t( 0 id)bef e .O�IyMTk �d pl ! � Ilb tlf �� t tl �q tl gl b Itl_Th t � tl �g tla g� d pl i p bl'ryf Ib d '9 It� -91 � ssco P itl Pn dh � '_Th tl �9 P� .I d 9 J( t biry tl I�b Po 1! YP � � � � b Id g sIM1 p blly IN O .N O f 1� d g t th 3 IC g� g p ANSIITPIL L t I 1 itl g t � �tl tl I b tl h d b . ' ( p b kl'g ly, it b ld g t ti�qb � g.Fdtlt II p ry t � Vtl g Ib ' gt ' l eltyo � g i ct ' iM1 p �'tilty lih � - t ll_ ' Atl1( Ip anenib Id� g t blty� � g ItM1 II t cl - iM1 s tilty !iM1 Ow ,t� O ! m � tl g t th B Id gD 9 C N�IFC t� IBC tl n�M AN51?PIL Forgen Ig-tl cereged gtl 'g p till � b2aion,q Ily t I Io g ,0 f ry - ,I I I nrent aE g I� � g ItN I � 1 tll tf iRC,me iec.ANSiirai t me acsi s�mma�y:nee�: a�a o,acsi 1e�m��g c<mpo�em sarery mf maro��a�a iame o-o�r sec,�ai www. e-�a�so-y.�om a�a y reiaiea-�sau i �-�m�„�aro� ENGINEER/NGC�C supofietl In I�e jobsite Oarkage_TM1e imss desigoer or W ss tlesign englneer(ako tlelinetl as e specielty engineeq is NOT tM1e 6ulltling Oeslgner ol�M1e Luiltling. Job Tmss TrvssType Qty Pry FlscNEFOeFO�S 184412E4 Bt40164fiB T4 SPECIALTRUSS 1 1 _ Job Reference(op�ional) PROBUILO, MOORESVILLE.IN 4fi158 - ].430sOCi132013MiTeklntlusVies Inc. WetlJUIp215�it2420i4 Page1 ID:hOVNeUn�341qT1 s31V00J6zry07-LwW9gP6UGaaGLHey2mO8Nh�Tn19qKQ2(ppi Kowz03iH' - -0�-0_`�2�]_� 10-28 I 18-1-6 26-O�n � 29-it4 � 36-442 4340-ID ` 51-]-0 1-0-0 5-2-it 411-13 ]4�-04 7-0414 � 3-11-0 658 ]-S1d ]bE Ss6% B00 12 Scale=Li09.3 10 2x4 II p.y/� i 3rfi % 9 10.1] 3xfi Q. 3xB % 8. 12 � � ibv6 �� 3x6 �i 6-18 ��1] � �}}y-15 . �� 1 -�3x6 O B-I0 I 13 �� t4� � 45-3�— vVo—�, 3v6 G 3x6 % 1314 fi00 12 y i0 1J 6"a Sx6 = t6 15 3x6 i 4 / � 3x8 = 3xB = Sx8 II 3 &i0 / 19 � 3�� 3xB= � s.oa iz � 3� 2 5- � 3x6 O q1� _II 32t �' b � 22 21 4x5 - �x4 II Sx6 = 5-2-11 9-1i-0 10-2-8 18-18 26-a-0 2941-4 , a0444 514-0 ' 52-01 ' 4A5 03A �-1044 ' ]-1044 ' 3t1-0 ' tp810 ' 10.t1-2 PlateOffsets(XN): [10'0-3-�2,0-2-4�,.f��'.�-4-4.0-2-Bj LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP TCLL 25.0 PlatesJncrease 1.15 TC 0.88 Vert(LL) -02315-28 >999 240 MT20 197/�44 TC�L 10A WmbeflnCrease 1.15 BC 077 Vert(TL) -0.62�5-28 >420 180 BCLL 0.0 Rep Slress Incr Ves WB 0.79 Horz(TL) -0�D3 14 n/a� n/a BCOL �OA CodeIRC2006/TPI2�02 (Pdalrix-M) Weighf2051b FT=20% LUMBER BRACING � TOP CHORD 2x4 SPF No 2 TOP CHORD Stmcturel wood sheathing tlirectly applied or 4-3-10 oc purlins. BOT CHORO 2x4 SPF No2 BOT CHORD Rigid ceiling directly applied or 53-�3 x 6racing. WEBS 2x35PFNO2'ExcepP WEBS 1Rowalmidpt 6-18, 10-17 10-�7,10-15:2x4 SPF No2 SLIDER Right2x35PFNo2L&0 REACTIONS (Ib/size) 2�=20D/03-8 (min.0-33),14=860/0-3-8 (min.0-1-8),17=1825/03-8 (min.0-2-�4) Max Harz21=440(LC 5) Max UpIifl21=289(LC6),14=-52(LC 7), 17=-157(LC 6) . Max Grav21=2030(LC t�),t4=879(LC 11),t7=t825(LC i) FORCES (Ib)-Max.Comp iMax.Ten.-AO forces 250(Ib)or less except when shown. TOP CHORD 2-3=-257/642,.3-0=-448/'1027,4-5=�24/1165,8-9=-�40/382,9-10=-79/429, 10-11=-672/178,ib12=-842/133,12-'13=-1076/�18,.13-14=-894I0 BOT CHORD 2-22=494/288.21-22=-494/288.2�-2�=-1134I245,19-20=327/�82,18-�9=-30Z220, ' �16-17=0/287,�5-16=a/2a7,14-15=-158/820 ' WEBS 3-21=-539/297.5-21=-��63/307,5-20=-171I1104,6-20=537I225,8-'17=-497/183, -� 9-17=-368/'149,�0-17=1066/55,�0-15=-66f12t,12-15=-5011224 NOTES p-10) 1)Llnbalanced mof live loads have beem m�sidered for this design. 2)Wnd:ASCE 7-0S�90mph',TCDL=6.Opsf;BCDL=6 Opsf,h=258;CaL II;Eep 8;endosed;MWFRS(low-rise7�gable end zone and GC 6cterior(2)zone;cantilever left and righ[exposetl',end vertiwl lefi and�right exposetl',GC for members and fomes&MWFRS for reactions shown;Lumber OOL=1 60 plate grip DOL=i60 �'' 3)This Imss has been tlesignedTo�a 10 0 psf bottom chord live load nonconwrrent with any other live loads. 4)Provide mechanlcal connec�ion(by others)of tmss to bea�ing Plate capable of withstanding 1001b upllft at Jolnt(s)14 excep�Q�=1b) �;,q �irr (lr�� % zi=zes.i�=is�. :a''��-�S�t'r� `�'�i, . 5)This tuss is designed in�accordance witli lhe 2006 lntema�ional Rzsidential Code sections R502.11.1 andR802.102 and referenced °?�J, , w � ��r t standarr1AN51/TPI1. � �5�_ _ �>a-�n�� 6)"Semi-rigid pitchbreaks with.fixed heels"Member end fixity model�,vas used in the analysis and design of lhis truss. ? � :};.'c. F'�-� fi rr 7)1. Atltlitional stabiliry bracing.for truss system,e.g.tliagonal or X-bracing,is always requiretl. See ^ '�;" � "� ^- e� aCSii. . �c-.!?�}2?.2€) q 9)23.It is extremely important to property install temporary fateral resUaint and diagonal bracin9,in . — 10) a^.,cordance wilh BCSI-B2 or.using pmprietary melhotls(e.g.Slabilirer,etc.). " ° ` � '� ` � , r �'. STATE'Oi= ' 'L � LOADCASE�S) Slendard ''.- C.'A.�°;!'y�1F�w�A,.>'�_.,,�� r� �^c.n .,,......... �y, : Jr�ii;;,4�":'.�.1.?=y�t„`n°y~1 •1<tNlIIN§':�ti� _. _._____ . JI�:J��i�S"Y. A WA4NING _I N g�ly � 1h C t t A k I tlg t f P B Itl 51 tl tl T ! M �ad tl P 0 1 f .V fy C y p . 1 4 tl i s iM1 T �1� o g o e 4N �JRi SM1 t( .0314)bl .OIyMTk t .plt � Ilb tl! �h � 0 5 tl gl o IdTh t tl �g tl g� d t ccept ! p hlryf N�tl g fih ' gl�� s p itl p t tlM1 .TF tl g pi I tl g dt ��t blry tl � flli p if yp ( I D �� bulp g �ry� p bl�ty tN Ow �M1 O f �M1 d g � �h E Id 90 'g p ANSI/iPl1 L I I !� - � p 'd tl I b tl M1 N b � t p b kl9 IY �( bIE91bl'�Yb '9Add1 1� P ��Y l �Ldg 10 ' gt.. � hl�Ytl 9 t � � �h P pltyflM1t ' LII Atltll Ip anenlb'Id� g tahTry�2q g f�M1 II i q ' tM1 esFO Iry !�� Own ,tM1 Ow �M1Orz aa8enoriM1 B Itl g� �g p lh IRC tM1 IBC e �� ANSI4PI1. Porgen Ig'tlanc rega�d gtl -g p blt f L� �on,q al�ycontmi s�or g ,a i' ry, ctoo leterelrestant tld g Ib -g I�1� I t t If itM1 iacmeiecnNSUraiimeeesi:�ma�ysnee�:,amro�ecs�eeia�ycompo�emsareiymro�aro��a�aiaoetromsecna��. oem�s�h.�omam �y�eia�ea��sana�a��mo,�,a�o� ENCalNEERIN6LCc sup�lietl in t�e jobsi�e package.TI�e�mss tlesigner or tmss tlesign�engineer(alm Oefined as a specialty engineer)is NOT l�e Building Desiqner ot l�e builtling. Job Tmss TrussType pty Ply FlSCHEP.oBFO]9 I84a445 BtJ416462 T13 SPECIAL TRIISS 5 1 J b Rafa e ( f 0 PROBUILD, MOORESVIILE,IN 46t58 ]430 s Oq 142013 MiTek Intlusines,Inc Wetl Ju10215]1252014 Page t ID:hOVN8UnL341qT1531V00J6zrpW-q640t17615i]zQ�BbUvNwryeXiV53iJO2TN Wz03iG "�0 5_.-��L0.2-8 184b 2fi-0-4 � 2941A_� 36-4-12 4910-10 � 51-1A��5 -1-0 1-0-0 5-241 4-11-13 ]-10-14 ]40-14 � 3-iL� fi-S-B 7-5-14 7-BE 1�0-b 5xfi � &00�12 Scale=l'.1098 10 a4 II z�a p t � 3x6 % 9 10.18 3x6-O 11 3xB% 8 \\ 12 - / J�/ � �o- �/f lfi 3xfi 4 �� 8�9 & 8 / 1A 3x8 � 8 & 9 &1 � � 13 � 14 B �GZ� 5 3� � 3x6% � 19 18 t314 6DD�p 5 Pifi 6`� Sx6= 3x6 % 4 � �� 3x8= 3xB ° Sx8 I I 3 521 20 2� 3xfi% 3x6 - sao �z z 3� 3 5� �� 3x6% 0 1 3-22 I o —� 23 22 2x4 I I Sx6 = 4x6 = 5-2-11 9-11-0 10d-8 18-18 26-0-4 � 29-11-a , 40-]-14 51-�-a ' 62-11 ' e85 0-3E �-0044 ' ]-10.14 ' 3-11-0 ' 10.840 � �0.1L2 ' Plale OHsets(X Y): �10:0-3-12 0-2-4� [22:0-4-4,0-2-8] LOADING(ps� SPApNG p_0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP � TCLL 25.0 Plates Increase 1.15 TC 0.88 Vert(LL) -023 i6-29 >999 240 MT20 197/�4a TCOL �0.0 Lumberincrea5e 1.15 BC 077 Vert(TL) -0.6116-29 >425 180 BCLL 0.0 Rep S�ress Incr Yes WB 079 Horz(TL) -0.03 14 n/a n/a BC�L 10.0 , Code IRC2006/TPI2002 (Ma�rix-M) WeighC2061b FT=20% LUMBER BRACING ' TOP CHORD 2x4 SPF No2 TOP�CHORD Stmcwrel wood sheathing directly applied or 4-9-7 oc purlins. BOT CHOR� 2x4 SPF No2 BOT CHORD Rigitl ceiling directly applied or 5-3-13 oc bracing. WEBS 2x35PFNo2'Except' WEBS 1ROwalmitlpt 6-19,�0-18 10-18,10-16'.2x4 SPF No2 SLIDER Right2x35PFNa2L&0 REACTIONS Qb/size) 22=2023/0-3-8 (mi0.03-3),14=928/0-3-8 i,min.0.L8),18=1831/03-8 (min.0-2-14) Max'HO222=432(LC 5) Max UpIift22=295(LC 6),14=88(LC 7),18=149(LC 6) nnax Gravzz=zozs��C�o), �a=ea�(�C�i), ie=iesi(�c ij FORCES (Ib)-�Max.Comp./Max.Ten.-All forces 250 Q6)or less except when shown. TOP CHORD 23=457/642,3-4=-448/tOD,4-5=-424/11fi5,8-9=436/395,9-t0=-76/442, 10-1�=-662/180,11-�2=-831/135,1&13=10881�2'1,13-14=-890/0 BOT CHORD 2-23=-494/288,22-23=-494/288.21-22=-1134/279.20-21=3�9/191,19-20=-294(229. '17-18=0/281,�fi-17=0/281,14-16=-124/809 WEBS 3-22=-539/29�,522=-�162/307,5-21=-171/1103,6-21=536/225.8-18=-495/P9, 9-18=368/149.10-18=-1075/47,10-16=-63l716, 12-16=-498/222 NOTES (7-10) 1)Unbalanced roof live loatls have been consitleretl for(his tlesign. 2)Wnd'.ASCE 7-05;�90mph;TCDL=6.Opsf',BCDL=6.Opsf;h=25ft;Cat II;Exp B;.enclosed;MWFRS Qow-rise)gable.end zone and�GC Eztenor(2)mrte',canlilever teft a�nght exposed,end vehical left and right exposed-,GC tor members and{orces&MWFRS tor �eadions shown;Lumber DOL=1 BO pla[e gripDOL=1.60 3)Tbis tmss has been designetl for a�0.0 psf bottom chord live load nonconwrrent with any other live loads. i 4)�Provitle mechanical connection(by olhers)oF tmss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14 excepl Qt=1b) Y �x3�- �rJ _. S�,v�� zz=zas �e=ias. ,it' ,�F�rf ' S f' � ,°.� 5)This truss is designetl in,accordance with the 20061ntemational Residential Code sections R502��.1 and RSOZ10�.7and referenced . „� f)ti ',� standard ANSI/TPI�. ��,�,�y;••"�}5'q'N�., �"�'�i 6)"Semi-rigid pitchbreaks with fixed heels"Member end fiziry model was usetl in the analysis and desigo of this huss. � -L {4`� ��j-.,;C�r% 7)1. Atlditional stabiliry bracing for tmss system,e,g.tliagonal or X-bracing,is,always required. See � �? µ :��' �' a) eCSia. : =i-?30i222� ; 1) y mportant to pmpetly�i�nst�l�e�orary late al r�es[raint antl tliagonal bracing,in = � � = 023 �accorda ce with BC51-B2 or usin m rieta methods e. Stabilizer,etc.). "" � ' ---� � � 4 '�` 'o '- 5Ts17E O' �.<X' .�' LOADCASE�S) Slendard �',.g�C�',�g:{�y�y�qmiT:.''.j*A ,� %'� f.`�ev �°r......" �1� .�1. ��r,�,�,i��7id,-�4��U,,'.°�� . fi:�:t/1it14:,xit -_. - -- . _. _ July 3,2014 � WAPNING.PI fi� gM1ly-� � ih C t ! Ak� Idg 1 fPm� Itl5 4 tlT sl M f i dP dct"f .V typ g p ml ad tl t iM1' T � 'q 0 ' g ntl�M1 �JFf 6� t( :0314)b� .OIyMTk t pll M1llbe ot �h 1 tl �g d gt b Id TM1 tl g tl ng C' � �"- [ceP ( P bly( tM1 � 9 fN � 91 � s p �dP IdM1 - .TM1 0� 'g Pf .1 tl 9 tll IbI�Y tl I�M1 P U YPn: 1 � W11d g' Ih p �lly f IM1 O ar 10 O YI P �ho atl g t IM1 B Id g� 'g p ANSIITGI 1. L� I � �tl �q 1 M1 �tl tl I b d ho d b r i cp p ' b kl g ly, o�(o b 1Cng � ti'llybr �' g.Addt elt p ry tenVd g Ih � gl - (blqtl g t ct sIDe p nsblryofiM1e� ss'nsfeiler. Add�ionalpermanentbuddngneb'lltybrecngol�M1eoversll tuclore'st�ersponsbllyof�heOwne NeOwnxhaWM1Orzetl gentoi�heBUIdnBDes9nerpertM1elRq�M1eIBGaoC ANSIrtPI L Forgeneral guitlance regartling design responsibllitles,taUAcaGOn,queliry wnlml,s�orege,tlel'rvery,ereqlon,lataral resVaint and tliegonel braung,mnsult tM1e lalest etlilion o!iM1a� lac,lne iec,nNSirtai i,me acsi s�mmary mee�:,a�aw�ecsi�e�mmG coRpooem sarey mro.maoo�7 a.aoaoie vom secA a�www.:o�mo�:vy.�om a�a a�y reiaiea�,,,s�anaim��,m�mano� fNG1NEERlNGUc supplleE In lhejobsite package.T�.e lmss designer or Iruss design enginee�(also tlefinetl as a specialry engineer)Is NOT:M1e Euiltling oesigner of IM1e Ouildirg. Job Tmss TmssType Qty Py FlscneaoaF-a75 18441296 91441fid68 T1G SPECIALTRU55 1 1 JobReference(opCOnal) PROBVIID, MOORESVILLEIN4fii5B )930sOtl142013MiTeklntlusines,Inc. WetlJU10215'11262014Page1 I�:hO W18UnL341qT1 s31VDOJ6zry07-Uem458koP�aaoK9BRcS6VOH6r7oL5xG7W��pz03iF -7-0.0 5011 �0-$8 18_L§ , 2fz0-4 � 29-1.1A_� 36�_, � 43-10-10 � 4]-6-0� d9b�5�b0_Sd-]� 1�-�-0 5-211 4-11:13� 7-10.14 1-1044 � 3-ib0 6-58 � ]5-14 3440 7AA 4-0-02 1�� Sx6 � Scale=1114.6 10 2e4 II � � 3�R'i Q 9 � 3s5.ob I1z_ 3xfi � �Q�� 3xB i 8 � � ��12 SxB= Sx8 � � W- 3x8 % � t3 e za e i � � J�- a,e . � � � ��/ 15 � �� / �B � 3xB O —20423 -- �� 600 12 3xfi G tSt6 - � 5 -. 22 2� 20 19 iB a 3x6% 4 ��II-- a Sxfi — 3x0 - 3x6 = 4x0 - 4x6 II 3 II S2a 23 _ / py 3x6 % 3x6 = j 52� 600 12 � // 3 6 3xfi% i/�_ � 32 � - ,o ri"'—<-2S 2fi 25 4x6 = 2x4 I I Sx6= 5-241 9-11-0102-B 18-0-fi 26-0-6 � 29-11-0 { 3fi-0-12 . 40.]44 � 4]-6-4 9-fi-9 53-]-0 ' 5-2-11 4b-5 7-10.14 ' ]-10-14 ' &1t-0 6-5-8 4-3-2 fi-10b -0-0 4-042 Plate OKSets(X,V): ��0'.0-3-12,0-2-4j (�2:0.2-7 0-LS]�[13:0-3-4,0-1-14]_[�4:0-3-0.0-1-13],(�6:Etlge,PO-il t9:0.&8,0-�-81.[25:0-4-4 0-2-8] LOADING(ps� SPACING p_0-0 CSI DEFL in Qoc) I/defl Utl PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC OBS Vert(LL) -027 �941 >999 240 MT20 �97/�44 TCDL 10.0 LumbeNncrease 1.15 BC 0.78 Vert(TL) -O.fi819-21 >4�5 180 BCLL 0.0 Rep Stress Incr Yes WB 0.75 Horz(TL) -0.02 21 n/a n/a BCDL io.q CetleIRC2006�7P12002 (Matrix-M) WeighC22116 FT=20% LUMBER BRACING TOP CNORD 2x4 SPF No2 TOP CHORD Slmctural wood sheathing tlirectly applied or 3-5-4 oc purlins,excep� BOT CHORD 2x4 SPF Nn2 2-0-0 oc purlins(5-i-�0 max.)'. 13-�4. WEBS 2x3 SPF No2'ExcepP BOT CHORD ftigid ceiling directly applietl or 53-14 oc bracing. 10.21,�0-19:2x45PFNo2 WEBS 1Rowatmidpt 6-22 SLIDER Right 2x3SPF Na2�-6-0 2 Rows at 1/3 pts 10-2� � REACTION$ (Iblsize) 25=�9�3/0-3-8 (min.0-3-i),2�=2114/0-3-8 (mia0-3-5),�6=936/0-3-8 (min.0-1�-8) Max Horz25=432(lG 5) Max UpIIffi5=-297(LC 6J,21=142(LC 8),�6=-87(LC'+) Max Grav25=9970(LC�10),2�=21�4(LC 1),�6=954(LC 11) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less excepl when shown. TOP CHORD 2-3=257/642,3-4=-448/1027,45=-024/'I165,6-7=-82/379,7-8=-58/503,8-9=51f727, 9-'16=0/7�5,W-�1=598/'172,�1-12=-760/127,'I2-13=1471/'I50. 1344=1241/100, t4-15=-1189/102, 75-16=541/0 BOT CHORD 2-26=-494f288,25-26=-494/288,24-25=-1133/278,23-24=-367/t75,2&23=-342/2�3, 2b22=-348/173,�8-19=0I852,16-18=-35/944 . . WEBS 3-25=539(291,8-2t=-459(195,9-21=3661�48,5-25=}�041299,5-2A=-i551t012, &24=-47�I2P.6-22=-P7/1�7,10.21=-1444/79.1G-�9=-72/841.1&�9=-6821214, t3-18=-894/87.�2-18=-41/667,14-�8=0/514 NOTES (9-'12) 1)Unbalanced roo(live loads have been considered for this design. 2)Wintl:ASCE 7-OS',90mph;TCDL=6.Opsf;BCDL=6.Opsf,M1=25ft',Cat.II;Exp B�,enclosed;MWFRS(low-rise)gable.end zone and�C-C Exterior(2)zone',cantilever left and right exposed;end vertical let and right exposeB,PC Por members and(orces 8 MWFRS for � reachons shown;Wmber DOL=�60 plate grip DOL 1 80 v �rti . f !i,' 3)Pmvide atlequate tlrainage ro pre�en�water ponding .,+bt� �'i 4)This truss has been designed(or a�0.0 psf bottom chord live bad nonco�curre�twith any other five loads. `�.`'� °:��r� ..r}�f:,'r� 5)Provide mechanical connection(by others)of tmss to bearing plate capable of withstanding�00 Ib uplifl at joinqs)16 eccept Qt=1b) 'k�` ''-��7�' '{��`";,, zs=2s�,zi=�a2 � �°-�� .�ti:t; '3fi%,fi '� 6)This truss is designed in accortlance with the 20061nlemational Residential Cotle sections R502.1 ti and R80210.2 and referenced ^ �:° � °� � standartlAN51/TPIt a FE-7!�'}32,'�.,} ' 7)"Semi-ri9id pitchtireaks with fixed heels"Member entl fixily motlel was used in�the anarysis antl tlesign of ihis�russ. � e)Graphical putlin representation does not depict the size or the orientation of Ihe pudin along the top and/or bottom chord. '� ° ^ � ° ' 9 t Atlditional stabili b�acin for tmss s stem,e. �.�tlia onala�X-bracin is alwa s re uired. See ` �'; ��'��E Q= � � " ) b 9 Y 9 9 9� Y 9 "'„.�.� ^. �V .7 10) BCSIi. �,�'''',f'a(j��N�`:,•''r ti,;`` 1 i)23.It is extremely important to properly install�temporary lateral restraint antl tliagonal bracing,in 'i� �;� '` rafz .,�"` 12) accordance wi�h BCSI-82 or using propdetary me�hods(eg.Stabillzer,etaj_ �al, �/`�i:,E1-Q� �ti�`t "�lttt!!#IHi:i?yi• . LOA�CASF.�S) Standard -_- --- -- - --- July 3�,2014 � WARNING PI t� gMy " iM1 C � f A k I tlg t f P 0 Itl St tl tl T s for Manufadured P cf'f .V y tl �g p �t tl � tl i n iM1' T p �9 D - g OtM1 DJRf Sh t� .�314)h! e .OIyMTk t pll hllb tllor�M1 � tl �g tl gt 6 f1Tti t tl 'g tl g� d 1 5 c Pf i P �Cryf tF E '9 fIM1 ' 91 t s - p � ta P �etlF - �.TM1 d 9 P� s,loatl 9 tlt t bllY d %M1' P tf nyp rt I � .a � bu Id� g� �M1 p b I ly t�M1 O r IM1 O f u�M1O d g � tM1e B Id g� 'g p ANSVTPI 1 La�e I � �tl g � b -d-tl I 0 d ch 4� � ' ae( wmpressonb kingonly,nollo Ei'Idngsteb'lityb cng-Atldionalte poraryreslranVd g Ib � gm'nsurestabl'yourn9�onsV aon'stM1emsponstilryoltM1atmssbsialler. :R�y AdLiYlonel permenenl�uildn9 stabiliry bracing of�M1e ove�allSVUO�we is Ihe mspvnsibTy ot��e Owner,IM1e Ownels e W M1odzetl egent or Ne Building pasigner,per lbe IRQ Ihe IBC end AN51/TPI 1. Por general guldence regerding tlesign responsi�ililies,labdralion.quality mnlrol,storege,tlellvery,erection.laleral raslralnl and dlegonel breung,mnsNt IM1e lelest ed�ion oi iM1a ° °� iaGmeiaqnNSirtaitmeecsi:�mr�arv�n�rei:,a�arorecsi�a�um�scoRw��amsarwyioto�aooNmaaameeomssenx�,.ma�oos��y.�om�,aa�yreiaiea��os�anaroo��m�meno� ENGINEER/NGuc supplied In Nejobslte package.TM1e imss eesigner ortruss Oesign engineer(al=o tlelinea as a specialry�engineer)is NOT�M1e Bu�lOing�esigner o(the build�g. JOb Tmss TNSSType Q�y Ply FISCHEF00RW9 1844134] B14416d68 T15 HaIIHipTmss 1 1 Job Reference Lptionap PROBIIIL�, MOORESVILLE,IN <6159 )030sOCi142013MiTekintlusiries,lnc. We4JU10215'.11I2fi2014 Pagel I�:hOVNBUnL341qT1 s31V00JFZrp W-Wem458koPq_aaoK9BRC56VSV6�5oHOxG�Wotpz03iF -1_0_P ]-]-10 15-0-] 22z5_3 �L]�_30.0-8, 1-0-0 7-�-10 � �4-13 � ]-0-t3 � 5�-9 ��2-0-12, 3 E = 3s4 II Scale=1'.82.2 600' 12 8 9 3a4 % 3x6 % J & 6 / �q3x6 = 3x4% I4 t5 5 / � 3xo - _ 3xfi% � �-,�� 910 \q 1 5x4 VA �/ � �� 3 4 / it � � � � 5�3 ni � �� .� o �� 4x10 = 13 12 11 10 3x4 ° 3x6 ° 3x4 = 4xfi = 10-13 19-11-9 2]4142 �3P0-8� 14t3 � 94Pb ' 843. '2A-12 Plate OHsets(X Y): �2:0-0-0 0-0-5]�[7:0-LO 0-1-8��[8'_03-0 Edqe� f�0:0-2-12 0-2-0�.��t0-1-4 0-1-8] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP � TCLL 25:0 Plates lncrease 1.15 TC 458 Vert(LL) -024 10-11 >999 240 MT20 169I123 TCDL �OA Lumtierincrease 1.t5 6C 0.66 Vert(TL) -0.68 2-13 >520 780 BC�L 0.0 Rep Stress Incr Ves WB 1 00 Horz(TL) 0.�8 15 Na n/a 3CDL �0.0 Code IRC2006lTPI2002 (MalriX) �Weight: 13816 FT=20% LUMBER BRACWG TOP CHORD 2x4 SPF Na2 TOP CHORD Stmctural wootl sheathing directly applietl or 2-7-2 oc pudins, except BOT CHORD '2x4 SPF Na2 entl vertiwls,and 2-0-0 oc purlins(6-0-0 max.):8-9. WEBS 2z4 SPF No YExcepY BOT CHORD Rigid ceiling directly applietl or 8-9-2 oc bracing. 3-13,5-13,5-iL2x3SPFNO2 WEBS 1ROwatmidpt 5-it7-�0 OTHERS 2x4 SPF-S Stutl REACTIONS (Ib/size) 2=1407l0-3-8 (mia 0-2-3),15=1324/0-2-8 jmin.0-1-e) Max Horz2=447(LC 6) � Max Uplift2=-34(LC8),15=189(LC 6) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown: TOP CHOR� 2-3=-2287/54,3-4=200V39,4=5=-1976/75,5-6=-�067/9,6-7=-857/30, 10-15=-180lt113 BOT CHORO 2-13=-440/�924,12-13=290/1294, 11-12=390/1294, 10-11=-146/654 N/E85 3-13=451/208,5-13=-72/7P,5-11=-822/239,7-�1=-73/9'19,7-10=�2�V272 NOTES (11-14) . i)Unbalanced roof live loads haJe beem m�sidered for this tlesign. 2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf',�=25ft;Cat II�, Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC �Exterior(2)zone;canlilever left antl riqht exposetl;end vertical left exposed',C-C for members and forces 8 MWFRS for reactions shown�,Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This Imss has been tlesigned fo�a 10.0 psf botlom chord liveload nonconcurrent with any other live loatls. 5)Bearing at joint(s)�5 considers perallel l0 0��n value using ANSIrtPI M1 angle So greln formula Building tlesigner shouid veriry rapadry � of beanng surtace. 6)Provide mechanical connection(by others)of.tmss to bearing plate at joinc(s)15. S ya. +��, ' 7)Pmvide mechanical connection(by o�hers)of tmss lo bearing plate capable of withstanding 100 Ib uplifl at joint(s)2 except Qt=1b) .+ii y,$y't �=f� 15=189. ,�,i',- �i-r_� { � J�. 8)This lruss is designetl in accordance with lhe 2006 Intemational Residential Code�sections R W2.1 t� antl R802�.102 and refereoced `^�„ti��'Gt�'j�ry�•,fi-�'T�``�� stantlartl ANSIITPI t -= -L °q.,ti- E'�j�_� „ 9)"Semi-rigitl pitchbreaks with fxed heels"Member end fixiry model was used in the analysis and design of tFis Uuss. � �,;" �`�' =' 10)Graphical.pudin represenlalion does nol tlepicl�(he size or lhe orientation of Ihe pudin along the.top and/or boriom chord. Y'c-7 F�f�22� ' 1�) i. A]tlitional stabiliry bracing for truss system,e.g.tliagonal or X-bracing,is always required. See _ 12) BCSI1_ '� ° ' �� f° 13 23.Ifleextremel im ortantto ro erl Inslalltem ora lateralrestraintand�d'ia onal6racin 'm %�� T�°�� ` � ` ) Y P P P Y P �Y 9 9� �.`,'y�, • �t,r `^ 14) aaortlance with BC51-82 or using proprietary methods(e.g.Stabilizer,etcJ�. r� � [}{q!ST';.+"� .�� . r� � _........•,, t* '� LOADCASEI5) Standard f,��;a�`�f"vir;a�-CS��ti�� _ {rhlitt#I�13:k441• --- --. _ _ �wy s,zoia � WARNING PI N gM1ly IM1 C t � f A k I dg I IP 6 IdSt tl tlT msforManutapiredP d t'! .V ytl g p te tl �e t� 10 T O g 0� -�g 01� �JRf w51 et( .0314�b ! OIyMTh cY pll s�allbeusetlforlM1 � tl �g�tl gt � Id iti t tl �g tl g" � t pt I p hlry! �h tlesg (iM1 ' 91 t p ttl p t ]M1 .TM1 tl -gnassumptons,loatl g Jf l tilry tl fN P Ii yp n I B ti Id 5� �h P sbltyoltM1eOwne N O aWho� d g 1 rIFeB Id gD 'g p rAN51/iPl� Late I I Id g t M1 ' d d I b tl M1 N b entwmpress'onbuckingonty,notfor�uldngsiatilityLreinq.Atldito�wllamp n�reskanVtlia9�albrac'ngto'nsresta�lrydurng onsimdon-s��eresponsDTryoilTeimss'nstallec Atld;ional pefenanen�builtling stabiliry bacing ol Ne overall stmtlure Is iM1e responsibili�y o!�he Owneq iM1e Ouvnefs aut�orizetl agent or iM1e 0uiltling�esigner,per tM1e IRq Ne IBC an� ANSIRPI 1 Por genetel goltlence rega�ng tlesign responsibilifies,fabd��lory Quality wnVOl,slorega,tlellvery,erection,lateral rasValn�antl tliagonal�raong,consult IM1e latest etlition o�iM1e q `" iac ma ieq nt�surai i,me ecsi s�mme�y sneea,emior acsi Is�aa��a compo�am satery mmrma�'�o��a�a�ieme i�em sacn an,.�H�.:ta�a�:o-y.�om a�a a�y raiaieamsiana��o��mrmano� ENGINEERlNG�[c supPlietl in:helobsite package.TM1e vuss tlesigner.or Imss design engineer(also tlefinetl as a specially engineer)is NOTt�e Builtling�esigner oliM1e builJing. Job TmsS TmSSType Qty ply FlSCHEROBF�oi9 184d1248 B1441fi468 T16 HalfHipTmss � � � Jab R f ( p�' I) PRCBt11L0, MOORESVILLE,IN d6150 >630 s Oci 142013 MiTek IntlusGes,Inc We0 Ju10215'.1 t9 2014 Page 1 ID:hO WIBl1nL341qT1531VOOJ6zry07-mVC81ReMZjyrCkNXjryRK20WD8Xqx5VnG_PFz03iE -�4-Q B.LL3 � i6-0-12 � 2a-11-4 ;q-p_@_� 0-0 8-1-13 �41-0 ]-11-0 6-042 4x6 = Scale=l]fi.t Sx12 = 6 ] 600I�2 — 3x4 '� 5 �/ '12 3x6 % �� 13 �a � �� 4 1 M1S%4 � � i8 3 59 / / / � �� , � Sz6 = 1 t 10 9 0 3x6 °3x6 — 4x8 ° 3x4 I I 12-0.� � 231�-12 36DJ tao-o �iviviz ' s-o-i2 Plate Orysets(X,Y)_[20-0-4 0-1-1]_[7'0-5-8,03-01�f9:0-1-8 0.1-12� ��1:0-2-4 0-1-8] LOADING(ps� SPACING p_0-0 CSI OEFL in (loc) I/tlefl L/d PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.65 Vert(LL) -0.35 2-it >999 240 MT20 �691123 TCDL 10.0 Lumberincrease 1.15 LC 067 VeA(TC) -t Ot 7t1 >356 1fl0 BCLL 0.0 Rep Slress Incr Yes UJB 0.59 Horz(TL) 0.60 13 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight�481b FT=20% LUMBER i BRACING TOP CHORD 2x4 SPF No 2 TOP CHOR� S�ructural wootl sheathing direcllyapplied or 2-2-0 oc putlins, excepi BOT CHORO 2x4 SPF No.YEzcepY end verticals,�anc 2-0-0.oc purlins(6-0-0max.):6-7. 2-10:2x4 SP No.i BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF�NO.YExcept' WEBS � Row at midpt S9,&9,7-9 3-1�,5-11�.2x3 SPF Na2 OTHERS 2x45PRS51ud REACTIONS (Ib/size) 2=14290-3-8 (min:0-LH),13=1309/0-2-e (min.0-1-8) Max Horz2=328(LC 5) Max Uplift2=74(LG 6),13=-112(LC 6) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2249/178,3-4=-1878/122,4-5=-'165?1i61,5-6=-7621t 19,6-7=568/148 80TCHOR� 2-1�=-280/1911,10-11=-124/�247,9-10=-124/1247 7VEB5 3-11=503/220;5-11=-11/722,5-9=-994/254,7-9=-175/12'19 NOTES (�i-14) ' 1)Unbalanced mof live loads have been considered for Ihis design. 2)Wnd'ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25k;Cat II;Exp B�,enclosetl',MWFRS Qow-rise)gable end mne antl GC Exterior(2J zone;cantilever left 2nd right exposed;end veRical IeH and right exposetl;GC for members and�forces 8 MWFRS for reactions shown;Wmber DOL=�.60 plate grip DOL=1.60 3)Provide atlequate drainage lo prevent watei ponding. 4)This tmss has�een designed(or a 70.0 psf bottom chortl live load nonconcurrent wif�any other live loatls. 5)Bearing at joint(s)13 considers parallel to grain value using ANSI/iPl t angle to grain formula. Building designer should venfy capaciry � of bearing surtace. 6)Provide mechanical connection�(by others)of tmss�to bearing plate at joint(s)13. ;ii' '� / 7)Provitle mechaniral connection�@y oihers)of lruss to 6earing plate capable of withstanding 100 Ib uplift at joint(s)2 except Qt=1b) .,tt�� $`r��tt� j �r 13=�12. �,1�` 4�-' . �: "rr. e)This tr�ss is tlesigned in accordance with the 20061n�emational Resitlential Code sections R5021t1 and R802�.1Q2 and referenced '`4 t` •��;bcu?�:' �"}�rF standard ANSI/TPI�. ��-L�.�',,,,Y.`$ ��+.5�'� 9)"Semi-rigid pitchbreaks with fixed�heels"Member end fixity model�Has used�in ihe analysis and design of ihis iruss. ^." �' _` ' G7':�K.�r:� 10)Graphical pudin representation does not depict lhe size or the orieNation of the purlin along the top and/or bottom chord. �`-3��"�2� � �i)t Addilional stabiliry bracing for truss system,e.g.tliagonal or%-bracing,is always required. See — - 12) BCSIt ' ° ' . �� a � �3)23.It Is extremely lmportanl to p[opedy install tempoBry lateral resiralnt antl tliagonal bracin9,In '.y, � �: ��`�� i:�-"" 14) accordancewilh BC51-82 or using proprietary methods(e.g.Stabilizer,etc.). '%+,�,�.h?_j'?(,i}p*1?`:'lga'U� LOA�CASE�S) Standard w�'+l,,v`f�}.1r11-+^'yt>t'`�t� ,t(jt:l1!lt44b'� - -- --.- --. -- - - — . - July 3.2014 1 WARNING PI (M1 gtlly ¢' NE C � f A kn wl Eg � f P 0 Itl 51 tl tl T ! M I tl d P E ct ! .V !y tl �g p , � d tl � �H T s �db D �9 D ' g tliM1 �JRk e5M1 t( .03t4)�t .OIyMTk t pll hllb tl! t� t tl g tl V+� gt b IdTM1 t tl �g tl� g� d 1 � ¢p� � P bftY( M tle�9 tlh ' 91 t s F� �aP edh - .Th tl �9 P� ,I tl 9 dt , lblry 4 fth P tf nypn I � b Id g' �M1� p bity Ilh OweriFi O ( iM1O d g t iM1C6 Itl g❑ �g p ANSIITPIL L t I � ttl g t h M d 1 b d M1od b ' fo p s' b kl g ly oltobld g��til�ybracng.Atld'(onalte poraryrestranUd�g alb �� gt 'nurestabl'tydurng � tlo � I�e ponstilryollhel ss'nslaller. , �� - Htld( nal permanenl bu Id ng sla0liry brac ng of iM1e overall strvdure-s lhe resp�ns�I ly of Ne Owner,IM1e Ownefs aNM1Orzed agenl or ihe 9u 14 ng Oes gn�t p r tM1e IRC,tM1e IBC an0 ANSIRPI 1. Forgeneral guitlanca regerEing tlesgn rcsponsibilitles,fabnrslon,qualiry conlrol.storaBe,tlelivery,erection,laterel restrelnt antl dlagonal badng,corvsult IM1e letest etli(ion oltM1e � ��" iaa me iec,nNSUrai t me ecsi s�mman�neeis,a�am�acei ce�oa��g compo�em sera�y mro�aoo�)a�auame o-om eeca a��,.m�ma�,�n.=�m e�a a„r,eiaeae��nsianaoo�.��mo�mano� ENG/NE£RlNG�m sup�lietl In�M1ejo�si�e pazkage.TCe�rvss tlesigner or Imss tlesign engineer(alm Celinetl as a�specialry engineer)is NOT iM1e Buildlnq�esigner ol t�e builtling. JOb TN55 7NSSTypC Q�Y P�Y FISCHEFOBF-019 18461269 814 416 4 6 8 TP Hal�HipTrvss 1 1 Job Reference(oplionalj PROBUILO, MOORESVILLE,IN46158 ]430sOC11f2013MiTeklndusines,Inc WetlJU102141Y2]2014 Page1 I��.hO W78UnL341qT1 s31V00J6zrp07-mVC81ReMZjyrCkNXjryRK2ySVFtl%pC5VnG_PFi03iE �1-0-0 5-9-13 I 13A-12 � 19-0142 244044 4 30-0_B� 1-0-0� 6-9-13 6-]-0 � 6-]-0 � 4-11-2 5-1-10 4� = 3x6 = Scale'3It6"=P 3x4 = SxB = 6.00 12 fi � B R �_ _� IBI13 3xd i Q'��'� 3�E i 5 ��ia 4 �� f \9 as.a O �� e-9 fi.1 ]10 3 �� \ �� $�2 �� 3-0 � �� 2 °7 , ^ o. � ` = � 4x10 ° �� 1� 9 3r0 = 3xfi = 3s8 ° 4x6 = 10-1-5 19-1 L12 � 30-0-8 10.1-5 ' 9-00-] 10-0-12 Plate Offsets(X v): f2:o-o-o 0-0-5],_[e:Edqe 03-01,�ge o�2-0] ��0:0-2-0,o-1-e� LOADING(ps� SPACING p-0-0 CSI DEFL in (foc) UtleFl Ud P�TES GRIP TCLL 25.0 - Plates Increase t15 TC 0.91 Vert(LL) -02d 9-10 >999 240 MT20 169/t23 TCDL �0.0 Wmbe�lncrease 1.15 BC 0.57 Vert(TL) -0.66 2-12 >546 180 BCLL 0.0 Rep Siress Incr Ves WB 070 Hoa(TL) 0.33 14 n/a Na BCDL 10A Cotle IRC2006(TPI2002 (Matrix) Weigh[ 1351b FT=.20% LUMBER BRAqNG � TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sneathing directly applietl or 30-12 oc purlins, except BOT CHORD 2x4 SPF No2 end verticals,antl 2-0-0 oc pudins(5-10-6 max.):6-8. WEBS 2x3 SPF No2"Excepi' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-9.7-10,7-9:2x4 SPF No2 WEBS 1 Rowa�midpt 5-10,7-9 OTHERS 2x45PF-SStud REACTIONS Q6lsire) 2=1422/0-3-8 (min.0-2-4),14=1309/0-2-e (min.0.1-e) Max Horz2=291(LC 5) Max Uplift2=-87(LC 6). 14=-65(LC 5) FORCES (Ib)-Max.Comp/Max.Ten.-All fomes 250 Qb)or less except when shown. TOP CHORD 2-3=2316/228.3-4=-2009/�95.4-5=-iffiV2�4,5-6=-'1127/179,fi-7=9�4/194, 9-13=90/�207,8-13=-90/1207 BOTCHORD 2-�2=269/iW7, 11-12=-140/1463, 10-it=-140/1463,9-10=-10VSfi6 WEBS 3-�2-=-395/179,�512=1V59,5-'10=-BOSI209,7-10=-881768,7-9='1233/t63 NOTES (11-14) i)lJnbalanced roof live loads have heen wnsitlered fw Ihis design. 2)Wnd'ASCE�-05;�90mph',TCDL=6.Opst,BCOL=6 Opsf,h=25k;Cat.II',Exp B�,encloseQ MWFRS-Qow-rise)gable endzone and GC Exterior(2)zone;cantilever lek and right exposed;entl vertical IeH and�ight exposed',GC for members and fomes 8 MWFRS for reactions shown;Wmber�OL=L60 plate grip DOL=1.60 3)Pmvide atlequate drainage to.prevenl water pontling. 4)This lruss has been tlesigned�fo�a 10.0 psf bottom chortl live load nonconcurrent wilh any other live loads. 5)Beanng atjoint(s)�4 consitlers parallel to grain value using ANSIlrPI 1 angle�to grain.formula. Building designer shoultl verify capaciry � o(bearing surface. ' 6)Provitl=mechanical connection(by others)ot tmss to bea�ing plate at joint(s)14. ;_<i rrr�., /� 7)Provide mechanical mnnection(by others)o(truss to bearing plate capable of wlthstantling t00 Ib uplifl at joint(s)2,14. .,�'\it��.,F pN lr� r� 8)This truss is designed in accordance with the 20061ntemalional Residential Code sections R502.�i.� antl R802102 and referenced `,��' 3 . .. ` {1� °.'J standard AN51/TPI 1. `�' ' 1��.^".r`�. �i''*i'* '"r : �, -` G, 9)"Sem�rigid pitchhreaks wilh fixed heels"'Member end fixity.mode6was used In the analysls and design of this lruss ` > � �- F i {�R %� t0)Grapaical pudin representation tloes not tlepict the size or the orienlation of the purlin along.the�op antl/or bottom chord. � �' 4_ i � �* "'� ^' 1�) 1. Addltional stability bracing for tmss system,e.g.diagonal or%-0recing,is always required. See, F`�'{14222!� � 12)_ 6C511. � ' — 13)23.It is exfremely importanl�o propedy install[emporary laterel restraint and diagonalbracing.in "� ° � g ' 14) accordance with BCSI-B2 or using proprietary methods.(e.g.Stabilizer,etcJ. ' % -�as��. �T�~�� ^�,.�,� ' 'r.��'.�/t= .� �(?Ia*14;:''�:i�: LOADCASE�S) Stantlartl ��4��r�a��,fur�.�L�7y�t��"'~ ��7(ttt!#Eiti��'l� - ----.--- ---.- - . _ July 3,2014 � WARNING PI �F gM1ly " tM1 C t f A kn I tlg t f P 0 Itl Si 4 tl T t M f � tl P tl I 1 .V fy d g F � , J tl i iti T C g D g 011 DJR! SM1 1( .0314)� t .OIyMTk � dopl � M1llb tl! lh 1 tl gntl gt ee Itl.Th I 0 g dl 9' d t c pl ( �P bl'ryi l� d 'B �t� "91 � 0 itl p tetlM1 .Th d�9 t I tl g tl� t blty tl P.M1 � P iT YP h � Q �� uIC g� P p biry tIM1 O �� Own f tM1 tl g t lf 2 Id g� g p AN9/"PI1. L I I � �d '8 � h � d d I E tl h tl b co ' � bkl' g ly Ilbltlgitillybcghtld( �II p ry �t � Ldg IS ' gt ' Iblty.d � g s� tl � IM1 p DIryf�M1 � � lll . - � ACtlt Ip anenib Id g t tiltyb g (IM1 II 1 t t� sp �I�ty ��M1 O Ih O f M1 ' tl g t lh 8 IJ g� g ,p IM1 IRC,t�eIBC tl AN61?PIL Porgen Ig �tl cere9eN gtl� �g �p bl� f h�calon,q Iry I I-t r g tl I ry t I t I sVen� tlC 8 Ib �ng, Itlb I t t �f Hh iac heiaqnNSirtaii,�neecsis�m �ysnee�s,aoam�ecsi�eeia�gco�po�e��saterymmmaro�la�ai�merromsacna�w.�.�,.see�a�s�ry.�ma,aa„v,ei,iea��siana�o��m�.r�.ro� ENGlNEERlNGuc �upereo-�n me ioesiie vackaqe.me vuss aes�qner or wss aesiqn eoq�nee,�aiso aennea as a spe=�airy enq�neer)�is Nonoe euiiamg oesiqner or me ou�m�nq. Jo� Truss TmssType • pty � Pty FlSCHEPO8F0�9 18641250 8144164fi8 T18 SPECIAL TRt1SS 1 � Job F2 f ( pf I) PROBUIL�, MOORESVILLE,IN4fi158 ]<JOSOCi1i2013MiTeklndusvies,Inc. WedJU102151L283014Page1 I�:hO WIBUnL341qT1 s31V00J6zrpW-Ehm%Vm9_K04iquyjHCT4XXaCgvtl9GFREkR?%xhz03i0 fi-1-4 14.g�2 � 16-842 23-9-B �4-9� � 6-]-0 � 84-8 � 2-0-0 � 7-0-12 1-0-� Sxfi % Scale=tfil.8 fi 00 12 2 � 800�12 Sx8 = 1 5x8 �� Sx6 = � 3xfi = L_ P� �� q_M� ��9�� 3x6 = �� 3x4 �� ii � \� t2 � qg � _ \�� ._ - 6.9 �� o m t1 10 8 6xB II 3x4 II 3x12 = 3x6 = 3x4= OJ_8 6-�-0 � ib-8-12 23-9-8 �3=8 6-342 8.1-e ' 9A-12 ' Plate Oflsets(X Y)�. fi'.0-6-8 0-0-8]�[2:03-11 0-2-8]�[3:0-3-9 0-2-7]_[4:03-0 0-i-13� f6:0-3-13 Edge� f�0�.0-5-4 0-1-81 LOADING(ps� SPACING 2-0-0 651 DEFL in (loc) I/defl L/d P�TE$ GRIP TCLL 25.0 Plateslncrease 1.15 TC �063 Ver1(LL) -0.12 8-15 >999 240 MT20 169l123 7CDL 10.0 Lumber Increase 1.15 BC 0.43 Vert(T�) -0.34 B-15 >840 180 BCLL 0�.0 Rep Stress Incr Ves WB OJ6 Hoa(TL) 0.30 6 n/a n/a BCDL 10.0 Code IRC2006(TPI2002 (MatriX-M) WeighC 10916 FT=20% LUMeER I BRACING TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing directly applied or.3-e-15 oc pudins, except BOT CHORD 2x4 SPF No2 end verticals,and 2-0-0 oc pudins(4-4-14 maxJ'.3-4. WEBS 2x3 SPF No2'ExcepP BOT CHORD Rigid ceiling directly applied or�10-0-0 oc bracing. 1-11,2-10'2x4SPFNo2 WEBS iRowatmidpt 3-10 OTHERS 2x45PFS�5tutl SLIDER Right2x35PFNo21-6-0 REACTIONS Qb/size) 6=1136I0-3-8 (min.0-1-13),17=1036/03-0 (min.0-1-e) Max Horz 17=-23�(LC I) Max Upliftfi=-89(LC 7).17=-45(�C 7) FORCE$ (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-643/162,2-3=7611'151,3-4=-1274/'147,4-5=-0285/123,5-6=-763I0 BOTCHORD 9-10=0/1268,8-9=0/1268,6-8=-'123/�077 WEBS 1-10=-5/693,3-�0=-8981'I60,3-8=-274I108,4-8=-8;505 NOTES (10.13) � � � � i)Unbalanced roof live loads have been consitlered For chis design. 2)Wind:ASCE 7-05;90mph',TCD�=6.Opsf',BWL=6.Opsf h=25ft:CaL II',Exp B',endosetl;MN/FRS(low-rise)gable end mne and GC Exterior(2)zone;canlilever left and right exposetl',endvertical lett antl right exposetl',GC for members antl forces 8 MWFRS for reactions shown',Lumber DOL=1.60 plate grip�OL=�.fiO 3)Pmvide adequate drainage lo preven[water ponding. 4)This tuss has been tlesigned for a 10.0 psf bottom chortl IiveAOad nonconcurrent with any olher live7oads. 5)Beanng atjoint(s)17 mnsitlers parellel to grain value using ANSL'TPI� angle to grain formula. Building designer should veriry capaciry of bearing surface. ^ ,/� 6)Pmvitlemechanical Connection(by others)of tmss ro bearing plate capable of withstantling 100 Ib uplift aljoinl(s)6,17. , }'r3311f;�t f �a✓' 7)'This tvss is designetl in accordance with the 2006 Intemational P.esidential Code sections R502.11.1 and R802.142 and referencetl tj".��' w, �; f %' f sia�dard nNSirrPi i ��`�� `=��,.�P �'%r e 'Sem'-ri9id pitchbreaks with fixed heels"Member entl fxi model wasused in the analysis and tlesi n of ihis Iruss. '�` � 9)Graphical pudin representation does not depict tha size or ihe orienlation of the�.purlln along ihe top andbr bottom chord. �-��d�.,'�'.��3��6"^��(Ct ' 10)t Adtlitional stabiliry bracing for truss system,e.g.tliagonal or X-bracing,is always required. See � 3` r °'': 5:= �1) BCSI9, : �'c-3 i^ui222'3 ; 12)23.It is extremety important to propery install temporary lateral restrainl and diagonal bracing,in 13) accordancewi�h BCSI-82 or using proprietary melhotls(e:g.Stabilizer,etcJ. = �' « - - — " e .° ', "�`• $TRi�F+J' ? tt�:. LOAD CASE(S) Stantlard %' u.°• t'>�;q?:�^,:' E!^� � %�' (';�'•:,...,...•" «>\'#+,'� , ��i'�'�tj��,�`�'�t.�r.`A�-'�qII �1,�. . ''�ttit7!l7tA.ltti1� --..- --- . -- -- _ . . July.3,20i4 . � WARhING-PI N ��gM1ly " IM1 C t ( Ak Itlg t fP B ItlSt tl tlT ! M !e tlP tl t I .V tytl g p 1 tl 0 t tti T 6 �g � gatl1M1 �JR! 5� t( 03�4)bt .OIyMTk t plt M1llb tlt iF t tl fl d gt � Id.Tfi t tl �g tl q� d t . c[ep� i p tiltyf O�tl g fIM1 ' gl 1 ss p � ttlpcltlM1 Th d 'q pt ,I q y dl l �lly tl Ith' p it yph I huld g' t� po �I'ty f IM1 Ow r IM1 Ow� f u1M1O d g 1 r Ihe 8 Id g D .�g p AN IITPI L L t I t t d 'g 1 M1 �md �tl I b tl ha tl b � �� r f�cornpressonbuckln9onty nolforbultlngstab'Irybracng.Atltltonal�e poraryrestranVd gonalbratingto'nsures�ablrytlurngroretmtlon's heresponsbltyofthelriss-nstaller. rv� Atldilional permanen�builtling s:abiliry bracing ot�Fe overzll sWdure Is��e responsibiley oi Ne Owneq tM1e Ownefs au�hor.zetl agen:oriM1e Bwiding Oesig�er,per iM1e IRC,Ne IBC antl AN91?PI1. PorgenerelguitlenceregerdingCeslgnresponsib116es,lebrirallon,qualiywn�ml;stoaga,tlalivery,erecijon,le�erelresvainlantltliagonalbmcing,consulltM1eletesietli(ionollM1e � �� iac,meiec,nNSVlaitmeecsis�mman�nee��,e�mo�eesi(a�um�ecomao�amsararym�a,meno��a�asamer,omsecna��,.snum�s�n.=�ma�aa�r�eie�eai�sauaro��r�meno�� ENG/NEERINGttc supPlietl In IM1e jobsi�e package.lTe imss tlesigne�or Imss tlesign engineer.�aso tleBnee as a specialty engineeQ Is NOTI�e Building�esignero/iM1e builtling. JOb TN55 Tm55Type Qty Ply FISCHER06P-W9 18441251 B1441fi4bB T19 6PEqALTRU55 1 1 J b R f f C Il PR09UILq �MOORESVILLE,IN <6i58 ]430sOC1142a13MITeklnOUS�nes,IncWetlJUI@15:rt2920t< Paqe1 ID:hOW18UnL341qT1 s31V00J6zry07-i�KvI6Ac5KCYR2%vqK_J41]NZJxG?mI0z515U8z03iC 64-4 i 11-842 I 13-842 i 18-�44� 23:9-8 �� 6-]-0 54-8 2-0-0 4-1L2 � 5-i-10 �1-0-0 qxg G Scale=l:fi2.0 6.00 12 2 8.00 12 � Sx8 / Sx8 �� 4x6 = � 3 -3 4 3xfi = I[y 1 � 2.1 1 5x4!i I��I2 5 N I N � 3x6 - � �� 3- 4 9 3x4 O � t8 13 t0 � 9 6 \ 3 � ' 8 lo 12 it 9 SxB II m 3xa II 4xB = 3x6 3x8 = 03-8 6-]-4 13-842 2G9-8 0.4=8 8312 ' ]-1A 10.0.12 Plate ORSets(X V): (1:0-6-8 0-0-8� fZ:0-3-6 0-2-Oj�[3:0-0-0.0-1-151 f4�.03-0 0.b�2]._[9:0-3-8 0-1-8] IOADING(ps� SPACING &0-0 CSI DEFL in (bc) IIdeFl L/d PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC OB2 Vetl(LL) -0.17 9-i6 >999 240 MT20 �69/�23 TC�L 10.0 Lumberincrease 1.15 BC 0.50 Ven(TL) -043 9-i6 >66� �80 BCLL 0.0 Rep SVess Incr Ves WB O50 Horz(TL) 029 7 nla n/a BCD� 10.0 Code,IRC2006/TPI2002 (Mahix-M) � WeightilBlb FT=20% 1UMBER BRACING ' TOP.CHOR� 2x45PFNO2 TOPCHOR� Structuralwoodsheathingdirectlyappliedor4-iLl4ocpudins, BOT CHORD 2x4 SPF No2 except end verticals,and 2-0-0 oc pudins(6-0-0 max.):3-4. WEBS 2x3 SPP NnYExcepC 80T CHORD Rigid ceiling directly applied or 10-0-0 oc brecing: 1-�2,2-11:2x4�5PFNo2 WEBS � ROwatmidpt 3-1� OTHERS 2x45PF-SStud SLIDER Righl2x35PFNn2�1-6-0 REACTIONS (Ib/size) 7=1136/03-8 (min.0-1-13),�8=�W610-3-0 (min.�0-1-8) Max Horz�8=-231(LC 7) Max Uplift7=-89(LC 7), 18=-45(LC 7) PORCES (Ib)-Max.Comp./Max.Ten.-All forces 2 W(16)or less except when shown. TOPCHORD 1d=-84V�63,23=-6841'17t,3-0=807/144,4-5=1191/134,56=1310/�43, 6-7=�03 V� BOT CHORD 10-1�=0/909,9-10=0/909,7-9=-89/1147 WEBS L�-0=-11673.2-11=fi8/270.3-11=705/147.4-9=-Si35Q 5-9=-299/138 NOTES (10-13) . i)Unbalancetl mof live loads have been.wnsidered for this design. '2)Wmd:ASCE 7-05',90mph',TCDL=6.Opsf;BC�L=6.Opsf;�h=25ft;CaL II;Exp B;encloseQ MWFRS Qow-rise)gable end zone and GC E#erior(2)zone;cantilever left antl right exposed;end�vertical left and right exposeQC-C for members antl forces&MWFRS for reactions showq W mber DOL=1,60 plate�grip�DOL=1.60 3)Provitle adequate drainage ro prevent wafer ponding. � 4)This truss has been designetl for a 10.0 psf bottom chord live load nonconcurrent with any other live loatls / 5)Bearing at joint(s)18 considere parellel lo grain value using ANSI�7PI 1 angle to grain formula. Bwitling.designer should veriry capaciry �:" of beanng surtace. y: }'� r.:J j � 6)Provide mechenlcal connection(by others)of truss to 6earing plele capable of wlthstantling 1001b upilft�at]olnt(s)7,18_ - ,�^' 4 ��t� +"x� �)This truss is designed in accordance with the 20061nlemalional Resitleniial Cotle sec[ions R502 1 t� and R802.102 and�referenced *''' 1-" Za�. �;� standardANSIITPI i. Aj��'^i:z��?c�`,,,-}'.,,F^ 8)"SemFrigid pitchbreaks with faetl heels"Member end fixiry model was usetl in the analysis and design of[his t�uss. � a�;,,,,;G`� b��..�� 9)Graphical pudin representation tloes not depict the size or the orientation of the,purlin along the top andlor bottom chord. ,y,�,} 10) 1. Additional stabiliry bracing for tmss system,e.g.diagonal or X-b�acing,is always required. See � 'i��"` � � - 11) BCSI1. _ ` 12)23.Il is extremety importan�to property install temporary la�eral reslrain�and diagonal bracing,in ' ro ° � a, q ' 13) accordance with BC51-82 or using pmprietary methods(e.g.Stabilirer,etc.). °-��. �T�i�� .r S : ii<x ; �P � '. Ui .. ,P •-,� r�#4S^;«' �• LOAO CASE�S) Stantlard ri� �� " ' • ' qa tir4�." /il�„$IC'rYP.1.�'•''�'�y� �"�iJt;lIAEt511!��t . � .- _ . JuIV 3,2014 l. WhRNING R. �b 9M1ly - �M1 C � f Ak Itlg 1 (P B ItlS� dNT ( M Ic[ tlP tl t'! .V !ytl 'g p � d tl � �M1 T m� 054 � qntl�M1 �JRf e5� t� .0314)� f .OIyM" k Iplt M1II� tlft� t C � tl gtE l�. TM1 ( tl 'gtl gtll pt i p b1ryf N�dslg f!M1 ' gl�VUSS p itlp�edM1 � ihd g PI ,I Cg dl , iblty d fM1 p I( aypRCl B b itl g- 1� � pon tiIry fiM1 O e IM1 Ownl�au�ho etl g l I�eB Id 90 -9 p AM1SIITPII. L t I t ttl �q o M1 .tl 'tl I � d hoM b �reforcomp�essonbucklnqonty no�forbul4ngstatilirybracng.HEdfonalte p raryreslraiLJ g nal�racng.o-nsureslablty4unngmnsWClon-s0eresponstilyofNe�rvss�ns ller. Atliitional permanen�builtling s�ahiliry braong of ihe overall simcfure I5 iFe resaonsibillry o!hie Owner,tM1e Owneh aulhonzetl agent o��M1e Bwltling Oesigneq per��e IRq IM1e IBC and A�SV�PI L For general guitlance regaNing design responsiOiLlies,fabnra�ion,qualpy coniml,slorage,eeliaery,erection,la�eral resvaini anU tliagonal�racing,consull�he latest etlilion o!�he � '" iaqmeiec,arvsuraitmeecs:�mmary:nee�s,a�am�ecsi�e��m��gc�mpa�e��sareyi�mrmano�>a�a�iaoie«omsecAa�www.sou�a�:vy.�om�ama�rreiaieam:�auaim��ima�aro� EN6/NEER/NGi[c supPUed In tbelobsile packege.The«uss tlesigner or tmss design englnaer(also tlefined as a spedal�y enginaei)Is NOT�M1e Builtling peslgner olNe builtling. Job Tmss TmssType Q�y Ply FlSCHEROBFW9 184at252 B14416Gfi8 T20 SPECIAL TR1155 1 1 Job Reference loofonall ' PRoBWLO, MOORESVILLE,IN46t58 ).430sOd1J2013MiTeklndusvies,IncWetlJU10215tl1292014Page1 ID:hOVNeUnL341qT1 s3N00Jfizrp07-i�KVj6AC5KGVR2XvqK_J41705JyF?IaOz515Uez03iC �?-334 � 6-'!-4 I 8-8.1�i,p-842 � 1]_ll4� 2a9� �4-9-8 4J-� � 2�-4 2-1�8 2-0-0 � 6-5-2 6.�40 '1-0-0 5� � 800 12 Scale'3/i6"=T fi 00 12 tsx4 II 3 sxe ��` sxs = z I � 3>8 G � � 3x6 Q m 6 15 tsx4 II fl ,I / � , t- t' I s zi�'�j 3-B�a-13 � 5- 1 15� 3x4 Q t2 1�.5x4 I I Sx8 — ]11 B �3 // 9 f314 � �o m 14 13 11 . 4x6 II t5z4 II 9x6 = 3x4= 6x16 = 43-0 Bb4: 9'/444 2A-9=8 ' 43-0 ' 4-S1Y ' 852 ' &]-00 PlateOftsets(XY)_[3:0-3-12,0-2-4�.[4:0-3-20-i-15� �5:03-00-L8��[9i0.2-130-0-81 f13:0-8-0,0.7-12]�[15:0-3-80-2-�2] LOADING(ps� SPACING p-0-0 CSI DEPL in (loc) Vdefl L1d PLATES GRIP TCLL 25.0 Plates Increase t15 TC �.39 Vert(LL) �-0.13 i�-13 >999 240 MT20 1971144 TCDL �0.0 LumbeNncrease t15 EC 0.43 Vert(TL) -0.361b13 >793 180 BCLL 0.0 Rep Stress Incr Yes VJB 0.5� Norz(TL) 0.02 9 n/a Na BCDL 10.0 CodeIRC2006/TPI2002 (Matrix-M) WeighC�291b FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing directty applied or 45-13 oc purlins, excepl BOT CHOR� 2x4 SPF No2 end verticals,and 2-0-0 oc pudins(6-&0 max.)'45. WEBS 2x3 SPF No2'ExcepP BOT CHORD Ri9id ceiling directly applied or 10-0-0 oc bracing. 3-13,5-�1:2x4 SPF No2 WEBS 1 Row at midpt 2-14,4-13,5-13 SLIDER ' Right2x35PF No2 L6-0 REACTIONS Qb/srze) 16=1063/03-0 (min.0-L�1),9=1137/41& (m1n.0-b13) Max Horz 1 fi=-210(LC 4) Max Uplifti6=34(LC 7),9=�00(LC 7) FORCES (16)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-704/129,2-3=-707/�92,3-4=-BOOI253,4-5=-65V'188,5-6=-1345/298, 6-7=-1485/260.7-8=-1457/141.&9=-500/0, 1-16=-0018/�11 BOT CHORD 12-�3=0(702,11-'12=0(702,&it=-66/1130 WEBS 2-15=-278/1�2,13-15=0/677,3-13=-2fi5/53�,413=506/149,5-13=-253/95, 5-1�=�72/743.�-11=-447/227,1-15=20/829 NOTES (g_�2) i)Unbalanced mof live loads have been.consitleretl for this design. 2)W nd�.ASCE 7-05;9omph;TCDL=6.Opsf,BCDL=6.Opsf;h45R;�CaL II;Exp B;enclosed',MWFRS(low-rise)gable entl zone and GC Exterior(2)zone',cantilever lek and�ight exposed;entl.vertiral left and righl exposetl;CL for members and forces 8 MWFRS for reaclions showq Wmber DOL=1.60 plale.grip��OL=1.60 3J Provitle atlequate drainage ro prevenc water ponding. // 4)This truss has been Cesignetl for a�0.0 psf bottom cho�d live loac nonconcurrent wilh any olher live loads. �/J// p iJ/ 5 Providemechanical mnnection b others of imss�o bearin late ca able of withstantlin �1001b u lifl at'oint s �6,9. °» ��1 ) ( Y ) 9 P P 9 P I O f/t (�!/ 6)This tmss is designed in accardance with the 2006 Intemational Resitlential Code sections R502.11.1 and R8o2�02 and referenced �,.;t.5'��:tia/�ll?,! 7)SSemar g tl prtchbrleeks wiih fixedheels"Member end flxiry model was used in the analysls and design of this truss. lyw��j4�j��`��# ��1r 8)Grephlcal pud'm representation does not depict the size.or the orientabon of tha puriln along�he top and/or botlom chord. -; L� �''�gy�:'•• �� 9)t Additional'stabiliry bracing for Imss system,e.g.diagonal or X-0racing,is always required. See �W.�:4;�4'� '�i��y (Ct�� 0) BCSI1. � g� • ^� ^' �11)23.If Is extremely important to pmpetly install temporary laleral restraint antl tllagonal brecing,in �` '�a��J • 12) accordance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.). — — @ 4 � .1Tr�l��i 'o�Q v` LOADCASE�S) Standard �,�^i : �y ,�. °� d,t+�'•�t��lAH^°`.''.�`�� A hs��`.aaa.�.a�s.. !��' l - �'�„�`�1��h�.AL��' *,�y�'� . r�lUt)Hlit;illit�� _ .— -- . -- ---. -- July3,2014 A WORNING PI . �h 9M1ly - 1� C t f A kn I dg 1 I P B ld 51 a tl T f M t � tl P tl � ( .V fy tl g p � tl tl � lF T �� o g D � g tlt� DJR I SM1 t( .03t4�ti f .O IyM'f ct pl l � II� tlf t� I 5 tl g�d gt E Itl. TH ! tl �g tl g� d t iaa,��. mP� ( P blty( �M1�tl �9 (�M1 91¢� P IdP �tlb � .TM1tl 9 P( I 09 dl I �I�Y d (�M1 P �( YPh I � � �utl g N p �Ily i0 O r ih O r ih a g t ln B I4 g� 'g p AN6ViPl1 L 1 I 1 1tl 'g t M1 �d �tl I �b tl �otl be ar f p - b kl g ly �o�6 b Itl g 1 tillye g AdEt II p ry � 'nVdag Ib ' gt ' 1 bltyd ng t d ' Ne p nstiYtyofl�et sTStaller. Atldt n Ipermanenibulangs�atilrybracngofiM1eoverall tuclure�sihemip nstilTyollM1eOwneqiM1eCwnersa��h rzeoagen\orlheBUltlngpesgner p rlbelRQtM1e�IBCantl ANSIITPI t Por gene� I g 21 . re0ard g tl 'g p -�b I I�� f Ont'ation,Q Ity � I �t�rage del'very,erecton,la@ral resVa nt tl d' q I b ' g consult t0e latesl U 1 I N � '" iaqmeiec,nmsiRari meecsi:�mma�ysneei ,a�aro,ecsi�ewm�ngc�po�emsaie�ymro,maro��a�aianier,omsecnai,n,-�..ser�aomn.wma�aa„rreia�ea-�s�auaro�-�m�ara� ENGIN£ERlNG�tc supPliee In�M1e jobsite package.TM1e�mss tlesgne�or Vuss design engineer(alm definetl as a special.y engineer)is NOT iM1e 6uiltling Oesigner o!�he Uuildng. Jab Truss. TmssType pty Ply FISCHEROBf-m9 1844�253 Bt441646P i21 SPECIALTRUSS 1 1 Job Re(erence a tional PROBUILO, MOORESVILLE,IN65t58 ]430sOC1192013MiTeklntlusVies,Inc. WetlJU10215:11:303014Page1 ID:hO`M8UnL341qT1s31V00J6zrp07-A4uHwSBFSeKP3C6501 WdygTlGllk6�(BIUe0az03iB ]A-15 iS8-0 23_9-6 � ]A45 � ]-11-0 I 0-1-8 SxB� Scale=Tb52 600 �2 2 8.00 12 Sx8 = � 3x4�� 3xB�� I 3 4 t 3xs = i 9 fl I�10 n' 3x6 = � � ifi 3x4 Q 11 � 8 o- 5 6 . &]D o 10 9 ] qx8 II 3xfi I I 3xB = 3x6= 1 Sx4 I I 0-3+8 ]-e-15 15-8-0 23_9=8 03-8�-5-] � 1-11-0 ' B-L8. Plate OHse�s(X Y): f�:0.5-8 0-1-0� f�:0-3-11 0-2-81�6:0-3-13 Edge] LOADING(ps� SPACING p_0-0 CSI OEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plateslncrease t15 TC 094 Vert(LL) 0.08 7-�4 >999 240 MT20 1691�23 TC�L 10.0 Lumberincrease ��.15 BC 0.40 Vert(TL) -021 7-14 >999 180 BCLL 0.0 Rep Slress Incr Yes WB O.fi3 Horz(TL) 0.59 6 n/a n/a BCDL 10.0 Code IRC2006/iP12002 (�Matrix-M) , Weigh41061b FT=20%' LUMBER BRACING � TOP CHORD 2x4 SPF No2 TOP CHORD S�mctural wood shealhing directry applietl or 4-0-14 oc pudins, except BOT CHORD 2x4 SPF No2 end verticals. WE85 2x3 SPF No2'EzcepC BOT CHOR� Rigid ceiling tlirectly applied or 10-0-0 oc brecing. 1-9�,2-9:2x4 SPFNn2 WEBS 1 Row.at midpt 4-9 OTHERS 2x45PFSStud SLIDER Right2x3SPFNO21-6-0 REACTIONS Qb/Size) 6=1065/Mechanical, 16=�041/0-3-0 (min.0-1-8) Max Hoat6=-207(LC 7) Max Uplik6=<9(LC 7), 16=-43(LC 7) FORCES (16)-Max.Comp/Max.Ten.-All forces 250 Qb)or less�excepl when shown. TOP CHORD L2=-691/'163,2-3=-764/�68,3-4=-792/'115,4-5=-'1417J12'I,5-6=-636/0 BOT CHORD 8-9=-3/1080,7-8=3/t080,6-7=-144/�080 " WEBS 1-9=0I6522-9=-36/263,A-9=-707/�82,4-7=0/330 NOTES (&12) _ 1)Unbalanced roof live loads have been considered for this design. 2)W nd:ASCE�-OS 90mph;TC�L=6.Opsf,BCDL=6 Ops(;h=25k',Cat.II;Exp B;��encloseB,MWFRS(low-�ise)gable entl zone and C-C Exlerior(2)zone',cantilever left and right exposed',end vertical lett and right exposed;GC formembers antl forces 8 MWFRS for reaclions shown;Lumber DOL=t60 plale grip DOL=1.60 3)This�tmsshas been designed for a�0.0 psf bottom chord live loatl nonconcurrent with any other live loads. - 4)Refer.ro girderis)for tmss to imsSCOnnections. 5)Beanng at joint(s)ifi considers parallel to grein value using ANSI,TPI 1 angle ro grain fortnula. Building designer should veriry capaciry ofbeedng 5urfdce. '��'�'� � 6)Provide mechanical connection(by olhers)of Vuss b bea�ing plate capable of withstanding�1001b upllft at joint(s)�6,16. _�.t y�i �iq„y' 7)This tmss is designed in accordance with the 2006 Intemational Residential Code sections R502.1�.1 and R802.�02 and referenced q4 T.y standartlAN51/TPI1. �:`� y��'��i��1�.t�r�rr 9)''SeAdd91onall stablak bw�it^fixfor huss s st mb e endieXlon I or X b ac�setls alfwa s reY oi etl tlSeeign of Ihis lmss. ti4�.�,tie��cTt,��,-�"�� ) N 9 Y -9 9 9� Y 9 ��, � .:� {j rp�,p:y �0) BC511. ' �z-1a�Ji22�'J � �1)23.It is exlremely importanl to pmperly�install temporary lateral.restrainl and diagonal tiracing,in - — �2) accordancewith BCSI-B2 or using proprietary methotls(e.g.Stabilizer,etc.). — 4} 4 ""�` �i uTAiEOF � 2 .°. ..- LOADCASE�S) Slandard � a7 Cl .» � e l��i`eihf�4'�,�PL#e`1�•..\Jl< S' / �" .••°..4'�� 1\ r�''is'```t:7�t;��i=` lty'�� '/�!.1713t15.A��1 - _---- _ —:. __. _ July 3,2014 � WARNING PI � IM1 gM1ty � iM1 C t f�A k I dg t f P oB Id St d tl T f M I c d P tl � ! .V ry tl g p 1 tl d t iM1' T D q ❑ � g tlPi �JFf 3� 1( 03t4)bf .OIyMTk t pl� nllb tl/ t� t E g tl 9� � Id.Th Y tl -g tl g� d (� � accept nc- fre p blryi IM1 d ig Ilh 91 Wss p e ttl pqetlhe �aTh tl 'g pf ,I d g dl 1 bl�y tl e -�M1 p it yp rt I � b Idng'�Ih p blty Ilh O- e �� Own f tM1O�etl gent N 8 Ia gD 'g p ANSIITPI t L t I � itle�gnal 55M1 'd' tl I � ��d �o tl � b f p ' b kl g ly o�fo b Itl gs1E'I'�yb ' g_Addt II p ry s�anVdg- Ib -g� � s� �'I'rytl g t I � ' le p stilryoft�e� sTStaller. Atldtinalpermanenibuldn9slatiliybrungoimeoverall t tlure'siM1eresponsCllyof�heOw ,�M1eOwner aulhorzeUagemoriM1eBUltlngDesgnerperl�elRqiM1eleCantl ANSIRPI 1. Por general guitlanre regarUing tlesign responsibllities,fabrirztior,qualny mnlrol,storage,tlelivery,eretlion,laleral restrainl antl tliagonal br.ang,r�nsu0 Ne lalesl edi�ion ot�ne '^ iac,me iec;nrvsurai t me acsi:�mmnry:neei:,a�mor ecsf�e�aamg compo�em sarey mmrmanom a�auame nom secn a��.,.:e��a�:vy.�oma�a a�y reia�ea m:iauaro�'i�rorr�aro� ENG/NEER/NG�:C uoplietl In thejobsile paciage.TM1e imss tlesigner or.wss tlesign engineer(alm delinetl as a specalry engineer)is NOTiM1e 9oiltling Designer of IM1e buAtling, Job Tmss TrussType �ly Pty FlSCHEROeF-o�9 ieaatz5a 81441fi468 T22 HlpTmss 1 1 Job Reference(oo�onap PRDBUILD, MOORESVILLE,IN 46158 ]430sOCt142013MiTeklndusines,lnc WetlJU10215]t31201C Paget ID:hO W78UnL341qT1 s31V00JGZrpW-eGRfBOBidxTGhLhlylOn9AChC7dwTyhQPE8Y0z03iA i 6'2-0 I-99]-� 134L� 18-11-0 � 23-&8 6-2-0 2-8-02 5-0-0 5-0-0 440-8 fi0� 12 6x6 = 4xfi = ' Scale=�ifi18 � 3 800�12_ 4x8° � 3x6 � 4 �il 3x6 _','ll� . 2 0 4 3t / Sx0 J �Sx4 II � " -� �� n.3x6 = _� � � � �� ,3 � � 0 1z � s � 8 6] � ml . °.�—yy — _ n ia e � 3x4 II 3x6 = 3xq = 3x4 ° 4x10 = 0�-8 8-11�-0 18-11-0 23-9-8 0-�3�8 94-8 � 10-0-0 ' 4-00-9 Pla�e Off5e�5(X V): �ge,0=0-8]�[3:0-3-0,0-�-121-I4:0-1-8 0-i-8�,15:0.3-12 0-i-15� LOADING(ps� SPACWG� 2-0-0 C51 OEPL in Qoc) I/defl L/tl PLATES GRIP TCLL 25.0 Plateslncrease 115 TC 074 Vert(LL) -0:18 8-10 >999 240 MT20 169/123 TCDL 10.0 Lumber lncrease 1.15 BC 0.49 Vert(TG -0.48�. 8-10 >585 18� � BCLL 0.0 Rep Stress Incr Yes WB 0.52 Hoa(TL) -OAS 7 n/a n/a BWL �0.0 Cotle IRC2006lTPI2002 (Matrix) Weight: 1231b FT=20% LUMBER ' BRACMG TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood shealhing directly applied or 45-13 oc purlins, except BOT CHORD 2x4 SPP Na2 entl vedicals,and 2-0-0 oc pudins(fi-0-0 max:):2-3,�6. WEBS 2x3 SPF No.YExcepC BO7 CHORD Rigid ceiling diredry applied or 10-0-0 oc bracing. 1-iq&10'.2x45PFNO2 WEBS 1ROwatmidpt 2-10,4-10,5-7 OTHERS 2z4SPFS SNd REACTIONS Qb/size) 7=�060/Mechanical,t3=1036/U&0 (min.0-i-8) Max Hoa�3=185(LC 4) Max Uplift7=-46(LC 7),13=34(LC 7) FORCES (Ib)-Max.ComplMax.Ten.-All forces 250(Ib)or less exxpt when shown. TOPCHORD 1-2=-755/162,23=-594/t70,3-4=-e�6/�70.4-5=-1526/190 BOT CHORD 9-10=0/876,8-9=0/876,7-8=-8/119fi WEBS 1-10=-77l72fi,4-10=-500/169,4-8=-52/536,5-8=-274/146,5-7=-14fi9/62 NOTES (11-�4) 1)Unbalanced roof live loads have'been consitlered for this tlesign. 2)Wnd�.ASCE 7-05',90mph',TCDL=fi.Opsf,BC�L=fi Opsf;h=25ft;.Cat.II;Exp B;enclosetl',MWFRS Qow-rise)gable end zone and C-C Euteriar(2)zone;centilever lek antl ri9ht exposed;end vertical lek and right exposeQGC for members and forces&MWFRS ior reactions shown{LumberDOL=t60 plate grip�DOL=1.60 3)Pmvide atlequate dreinage to prevent water ponding. 4)This truss has been designed for a�OApsf bottom chord live load nonconcurrent wilh any other live loads. 5)Refer to girtler(s)for truss m tmss wnnections. 6)eearing at]oint(s)13 considers parallel to graln value using AN51/TPI 1 angle to graln formula_ Building designer should veriry capacity of bearing surtace � 7)Pmvide mechanical connection(by others)of trusslo bearing plate capable of withstanding 10016 uplift aljoint(s)7,�3. �ity �iir.:t1lr„ �% 8)ThiS VusS is designed in accordance with the 2006 Intemational Residential Code sections R502.�t.� and R802.102 and referencetl ,,P �, 3„�r:�� f � stantlardANSIITPIt *�`�' 1 „ _ � �,r 9)"Semi-rigitl pitchbreaks with fixetl heels"Member entl fxity model w25 used in�he analysis and design of this truss. � .��•��t�'j^�`4 "�r�r, �D)Grephlcal pudin representation tloes not tlepicc tha slze or the orientation of the pudin elong the top and/or bottom chord. ,�� -',��'i fi�-.��i i�)1. Additional stabiliry bracing for tmss system,e.g.tliagonal or X-b�acing,is always required. See �` y��'�,�� : 12) BC519_ - 13)23.I�is e#remely Importent topmpedy Instalflemporary lateral resYraint an�tllagonal bracing,in 14) accordance wi�h BC51-B2br using pmprietary methotls(e.g.Slabilirer,etc.), ' a ' � � '� � '� '- ST,4'i E C3' � ? S LOAO CASE�S) Stantlard Y�',l��,,.'^,f JQ#n,n:+",:,."�� .s � �r.......�" �\�` �� r'��t''l1t11)i7ri 5 t�t,yYy - ------ ---._ . � ,July3,2014 . � WARNING PI 10 9hly - iM1 C � ! Ak IC9. � �P B 'IdS� tlNT I M fd dP dq 'f .V fytl .g p t d d t �b' T D g 0 � gatl�M1 DJRet S� t(� �.031<Jb! eOhMTkcontt plt M1llb tll N � tl �g tl gt b Itl. Th I tl g tl g� d t r<ep� � P bI�Y! 1� tl �q ftM1 ' 91 1 ss P ttl P 1 tl�¢ � .iM1 tl 9 P� I tl 9 tl( , -I �I�Y d !Ri P �I YP ef I Q . buld g th p blry 10 O r Ih Ow f tFO d �g t IheB'IJ g� g p ANSIITPII. L t I 1 IU g t M1 ' d'tl I b tl hoa b �' rl ompressonCCkl'ngonly,nollorbultlngstaEllybracng.AtldtonallempornryreslranVdagonalhacngb�nsuestablty0urng nsimc(on'slheresponstilryof�M1e�mss�nstl:ec �y, Atltlt Ip manenlb IC g � blryb g fIM1� Ilst c� � �M1 resp tilry ItM1 Ow ,ih O fi � tl g t r.p B ld g� g ,perihelRC inelBC tl ANSIITPIt Forgene�Ig tl eregartl gtl 'g � �0 -�II ,f ti�cafon,q Ity t�l, mr g ,� I' ry �cf I t I tant Ed g Ib ' g consullNelatest dt �f�h '° iac,m iec,nNSOrPnmaecsis�mma�ysn��s�a�arorecsi�o-ia yc penemsaraymra �r r �ierr � secnai�.o as�y. �a�ea„r�eia�ea-�s�euaio��m�maro� ENGINEER/NGuc supplealn�M1ejobsitepackageTpeVUSStlesgnerortmsstl ��gnengneer(alsoae�netlasaspecalryengneer)9NOT�heBUiltlingOesgneroliM1 b Ilding�. Job Tmss TNSS Type p�y Ply FISCHER OBFO)9 18461255 B14416468 T43 HipTmss 1 t Job Refe�ence(ooCOnal1 PROBIIIL4 NOOftESVILLE,lN46158 ],43050c1142013MiTeklndusin'es,Inc. WetlJU10215'.113�2014Pega1 ID:hOIMeUnL341qT1 s31V00J6zrpW-eGRBOBttlxTGhLhtylOn9ACfy]fpTaFhQPEBVOZ03iA 2-2< �-040 � 11-11-0 } 15-11-0 � 23-9-8 � 2-2-0 � 440-6 � 440b 4-0-0 ]q0-8 Scale=1:5a] 3x6 =qx6 = 6.�; 1Z LSZ4 II Gx6= B 00�Z 4x6 � � � 3 pi a 5 � 3 1 � Sxe� 4r5= ] 'i'll � � �� ,�� - �" 3 ry S9 9 � �° ^ ta 13 I ID 69 9 �� 14 11 9 g - 4x6 - 4x8 = 3x6 — 4xB= 2x4 II 03-8 �-040 15-11-0 23-&9 03=8 6-9-2 B-10E �-0O-B PlateOffse�s(XV): 1:Etl e0-1=121t[2:03-00-0-8� �5'.0-3A,�-�-12]�[fi'o3-70-1-541 52:Ed e,�0-1-t2] LOADING(ps� SPACING p_0-0 CSI DEPL in Qoc) IItleFl L/d PLATES GRIP TCLL 25.0 Plaleslncrease L�5 TC 0.88 Vert(LL) -0.11 &9 >999 240 MT20 1691�23 TCDL t0A Lumberincrease 1.15 BC 0.36 Vert(TL) -0.30 9-1� >94� Y80 BCLL 0.0 Rep SUess Incr Yes WB 0.89 Horz(TL) 0.35 8 Na n/a BCDL t0A Cotle IRC2006lfP12002 (Matrix) WeighC�201b FT=20% LUMBER ' BRACING i TOP CHORD 2x4 SPF No2'ExcepC TOP CHORD S[mctural wood=heathing directly applied or4-7-4 w purlins, except - 2-5:2x4 SP No.i end verticals,and 2-0-0 oc pudins(2-2-0 max.):2-5,.8-7. BOT CHORD 2x4�SPF No2 BOT CNORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x35PFNO2 WEBS 1ROwatmidpt 7-8,-3-11,4-11,2-12 OTHERS 2x4 SPF-S S�ud REACTIONS (Iblsize) 8=t060/Mechanical, 14=�039/03-0 (min.0-1-8) Max Horz 14=1 fi2(LC 4) Max Uplik8=55(LC�S),14=-52(LC 5) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-677/'140,3-4=677H40,4-5=493/100,5-6=-1344/213,6-7=-1068/128, 7-8=-992/�14,1 2-1 3=-1 4719 92.1-13='1471992 80T CHORO 10-11=-69A65,9-10=-6W765 WEBS 2-1�=89841,3-11=410/143,5-9=-85/651,6-9=-1129223,P9=-64/1265, 2-1Y--955/�89 �NOTES (�p_�5) i)Unbalanced mot live loatls have been considered for this design. 2)W nd.ASCE7-OS',90mph;TCDL=6.Opsf',BCDL=fi Opsf;h=25ft;Cat I I;Exp B;encloseQ MWFftS Qow-rise)gable end zone and GC Exterior(2)zonel cantilever leR antl right exposed;end veAical lek antl right exposed',GCfor members and forces&MWFRS for reactions shown;W mber DOL=1.60 plale gnp DOL=t60 3)Pmvide adequate drainage to prevent water pondinq � 4)This imss has been designetl for a.14�psf bottom chord live Voad nonconcurrent wdh any olhe�live loads �� 5)Referlo girtler(5)(ar tmss to tmss connections. 8)Bearing atfolni(s)14 mnsiders parellel to grain value using ANSIlrPI 1 angle ro grain formula. Building designer shoultl verify capaclty t_�+.y;;�il'c7,�rT • d of beanng surtace. . 7)Provitle mechanical conneclion(by others)of truss to bearing plate aljoint(s)14. .*v�� *�r�e h,.�. '✓,. 8)Provitle mechanlcal connection(by olhers)of tmss to bearing plate capable of wilhstantling 100 Ib upllft at joint(5)8, 14. .,., � ;��c,71�;4 �'�r,% 9)This tmss is tlesignetl inaccordance with the 20061ntemational Residencial Code seciions R502�t� and R802.102 and referenced l-=' ,�>':�'G 8'�'-., ,fi�'� stantlard ANSI/TPI 1. i�)"Semi-rigid pitGhbreaks wi�h fixed heels"Member end fxity motlel was usetl in the anaysis and design of Ihis lmss. ' r4-�SO 42226 � _ i�)Graphical pudin represenlation does not depict tfie size or ihe onentationrof the pudin along Ihe top and/or bottom chortl. — '� 12)1. Fdditionafstabiliry bracing for tmss system,e.g.diagonal or X-hracing,is always required. See " ° ` � � ' ' 13) BCSIi. '..,,.�°• `fii�'��T�*�� .•'�.� 14)23.I;is eairemely important to propedy install temporary lateral.restraint and diagonal bracing,in ',�+',. �,�.'`_farLi�qh'�:'�"%' .,� t5) accortlancewithBC51-B2orusing.proprietarymethods(e.g.5tabilizer,etc.). dr��.;�'�t!?4.4�;"'°��,�4�Y�� LOADCASE(S) Standard ��lil�t�{;{Aii��ti�� ------. . - - - . _ . July3;2014 �}, WPRNING Pl a iM1 9My ' i� C t I A k I dg n(!P B Id 51 d d T f M ! t d P tl � 't _V ry tl 'g p t d tl t �F °°"' p 'gp "gtliF �JR ! � SM1t( 0310)bl O �yMik d �pll� hllb � dltM1t dgd gtU IdTM1t dgtl ' g' dt � p� t P b1�Yf tM1 tl �9 f�M1 ' 91 � P �C P 1 M1 TM1 tl �9 PI I � 9 d� l LI�Y tl (�h P �( nYP rt I Y b tl g� iM1 p blry (Ih O e t� O r ��ulha � g t� (M1eB Id g� 'g pe ANSIITPIL Lt I t itl g t h 'd tl I b tlrh tl � B d lorcompreys bckingonly,nolforbultlngefaoli�ybacngAtld�onaltemporzryresVanUd gonalbraung�o'nurestabllydurng nsimqon'slM1eresponstil�yoflM1etmss'nstaller. Atltlltlonal permanenl�uJtling sabiliry�ranng o�iM1e overall simmure isfie res0oreibJity ol ihe Oxmeq ihe Owner autFOnzed agent ortne Buvdmg�esigneq per i�e IRC,��e IBC and ANSIRPI i. For 9eneral guidance regar0ing Design responsibililies,IaEriration qualiry mnlml.storage,tlel:very,ereclion,laleral reslraint ana diagonal bra_ing,mneWt Ne laiest eailion of Ihe , �" iar,,me iec,nNSiRai i,me ecs:�mma�y:neei:,a�aio�ecsi�amiemg compo�em sare�y mro�maro�l a�a�iaeie o-om secn ai www.:ou�a�:i�y.wm a�a a�y reia�ea m:�auaao��mro�maro� ENGMEER/NGtLc supplieo in�he lobsite pachaqe.TM1e imss tlesigner or vuss tlesign engineer(also tlelinetl as a specialq engineep Is NOT iM1e Builtling oesigner oliM1e buildng. Job . Truss TmssType Qry Pty FlSCHEROBF-o]9 1840125G 91E416468 TGO? Hip Tmss 1 Z Jab Re(erence(opCOnal) PROBUIL�, MOORESVILLE,IN46158 _ 1430sOCiKl013M'Sekln4usvieS.Inc. WetlJU10415'11322�t4Pa9e1 I�:hO WI@Un1341yT1 s31V00J6zrp01-6S?i LBCVOPb71VGUN5X0iNIVI W?MG91qf3z14TZ03i9 �1:2-0 � 4{'r,2 8442 12�-e bY-� 4b12 3-�-0 4b42 4x6 ° Jx6 = Scale=134.1 3 � q ��3-4 4 12.00 12 5 1" }g 3- �� Sx4 II 5 2 i 6 I N %� — `1 >� B-9 � t0 8 11 � 4 13 14 95x12 II 3x6 II fix6 = 6 4E-02 &1-02 12EA - ' 48-12 ' 3-�-0 ' 4{q2 Plale OHsels(X,��3:0-4-4 0-L�2� (4'0-4-4�-1-12]�[5:0-4-10 0-0-4]�[7'0-2-8,0-3-121 f8'0-3-12 0-1-8],[9:0-4-6,0-1-0� LOADING(ps� SPACING p_0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 25.0 Plaleslncrease t.15 TC 0.52 Vert(LL) -0.05 7-8 >999 240 MT20 1971144 TWL 10.0 Lumberincrease t15 BC 034 Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Hoa(TQ 0.01 6 n/a n/a BCDL 10.0 CodGIRC200fi1TP12002 (Matrix) Weigh[�.t521b FT=20% LUMBER I BRAqNG TOP CHORD 2x4 SPF No 2 TOP CHORD Stmcwral wood sAeathing directly applied or 6-0-0�oc putlins, excep� BOT CHORD 2xe SP 2400F 2AE entl verticals,and 2-0-0 oc pudins(6-0-0 max.)'3-4. WEBS 2x3 SPF No2'ExcepP BOT CHOR� Rigid ceiling directly applied or 10-0-0 oc bracin9. 2-9,5-6'2x6 SP 2400F 2.OE REACTIONS (Ib/size) 9=3369I0-3-8 (min.0-1-8),6=3533(0-3-8 (min.0-1-8) Max Horz9=�53(LC 4) Max Uplift9=-955(LC 5),6=-730(LC 6) FORCES Qb)-Max.Comp./Max.Tea-All forces 250(Ib)or less except when shown. TOP CHORO 2-3=-3351/948,34=228�/60t,4-5=-3314(772,2-9=259Z758,5-6=2444/579 BOT CHORD &10=-686/2244,8-1�=-686I2244,8-11=-703�2285,7-t1=-7 0 312 2 8 5,7-12=-525/2242, 12-13=-525/2242,13-14=-525/2242.6-14=-525/2242 WEBS 3-8=-827/2088,3-7=-311/304,4-7=-509/2054 NOTES (12-15) 1)2-pty Imss to be connected fogether with�10tl(0.131"x3")nails as lollows: - Top choids connected as(ollows�.2x4-1 mw at 0-9-Obc,2xfi-2 rows slaggered at 0.9-0 oc. eatcom chords wnnected as follows 2x8-2 mws staggeretl at 0-9-Oroc. Webs connected as follows:2x3-1 rowat 0.9-0 oc. 2)All loads are consitleretl equally applietl to all plies,excepl if notetl as front(F)or hack(B)face in the LOA�CASE(S)section.Ply lo ply connections have been provided to tlistribute only loatls notetl as(F)o�(B),unless otherwise indicaled. 3)Unbalanced roof live loatls have been wnsidered for this tlesign. 4)Wnd ASCE 7-05;90mph;�TC�L=6.Opsf;BCDL=6.Ops(;h=25ft;Wt.II;.Exp B',enclosed;MWFRS Qow-rise)gable end zone�,�antilever � left and nghl exposetl',end vertical left and�ight exposed;Lumber DOL=1.fi0 plate g�ip DOL=t60 lr� 5)P�ovitleadequatedrainagetopreventwaterponding. . y�} `ti � +il�� / 6)This tmss has been tlesigned fo�a 10.0 psf bottom chortl live load nomm�current with any other live loads. �,tt� �.. � 7)Provitle mechanical connec�ion(by olhers)of truss to bearing.plate capable�of withstanding 100 Ib uplift at joint(s)except G�=16)9=955, 5,�;�" �=�� r� �J�.��, e)7h s3tOruss is designed in accordance wilh the 20061n�emalional Residential Cotle sections R502.11.1 and R802.102 and reterenced �~��r°'�'�ts��'Y';`:�<C;f'% standard AN51/TPI 1. � �;` � �> '3 %' 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used�in.lhe analysis and tlesign of this lr�ss. �`s-7 1{17��2;J ; _ �O)Graphiwl putlin represenlalion does not depia the size or the orientalion of the purlin along the top and/or.bottom chord. — = = = �i)Hanger(5)or other connection device(s)shall beprovitletl suKCienl to support concentratetl loatl(s)3291b down and�70 Ib up at � -�"� �TAi E{aP ;'•<I' .^. 2-7-8,2�90 Ib down and 86716 up at 4-5-12,217 Ib down antl 72 Ib up at 4-7-8,2171b tlown and 721b up at 6-4-4,J42 Ib cown antl .. 84 Ib up at 6-5-12,217 Ib down and 72 Ib up at 8-b0,831 Ib tlown antl 641b up at B-S-�2,and 329 Ib down antl 1701b up ai 10-1-0, i,�G..�'•,�TYj}�pN�^,.��,yL ti and E03 Ib tlown antl 55 Ib up at 10-5-�2 on bottom chord The 4esigNSelection of such connection tlevice(s)is the responsibility of �J� U+�, "^^°�� C:1*,�^.�� athers. ��4j, X��:�vL�-°+'lj�''� . f'�T�rflil8iilt�� Continueconpage2 -- --- � - -� Jl:ly3,2014'� � WARNING PI tM1 gly ' t� C t f Akn Itlg t iP B ItlSt d eT t M t t dP 0cl '� :V rytl g p t tl tl t M T Dq � ' g �iM1DJRf Shi( .031a)pf .OyMTk � plt M1II� tlltM1l tl �gtlw9� b Itl. TM1I C 'gtl g' d' t �P� f Po blry� IM1 C 9 11� ' 91 t sz P t0 PC�M1 Th tl '9 Pt ,I tl 9 tlt l blry d t�� P tf� YP h � � huld g" IM1 pa bl�y RO O� er 0 O No tl �g � iM1 E IC gD -9 p ANSIITPIL L 1 I t t ' 'g t � � Y d I b tl M1aM he ompresianb kingonly,no�lorbultlngs�atilrybec.agAtldtionallempomryresVamlltligonaibracngio�nsureslabl�ytlunng nstmcton'sih�respons6ftyot�hete�ssnstaller. Atltlitional permanenl buJding sta0iliry baong ot 0e overzll stmcWre ist�e re5ponsibJiry ol�M1e Owneq�M1e Owneh aotM1Or,xetl agent or�M1e Emltlmg Oesigneq per Ne IRC,Ne IBC and AN51?21 t Por general guidance regarding design responsibillties,labriration,qvality ronlml,smrage,aelivery�,ereclion,laieral msfrain�antl aiagonal bracing,consup�M1e lates�etli�ion ol�M1e iaq me ieq nMSUrPi i,me ecsi s�mman�neai:,a�mor ecsi(e�udmy compo�em sarey mmrmniio��.aoame rom aecn a��.�,,.,sed,�a�:�y.�om e�a e,�r�eia�ea��s�aueron��m,me�m� ENGINEERINGcm supplietllnNejobsitepackage.The�msslesignerorfvsstlesignengineer(alsotle(metlasaspecialyengineeQisNOTiM1eBUil0ing�Des�9nerofiM1ebuil0ing.. ' Ja� Truss TmssType pty Ply FlscHEPOBF-o�s 1844456 B16616C68 TG02 Hip Tmss 1 ^ � Job R ference(op1'onall PROBUILD, MOORESVILLE,IN46158 ]630sOCt142013MiTeklntlusineS,IncWetlJU10215:it322014Page2 IO:hO WI8UnL341qT1 s31V00J6zrp0]-6S?1 LBCVOFb71 VGU WSX�iNIvIVNMC91qf3z14Tz03i9 12) 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required. See 13) BCSIi. 14)23,It is exlremery important ro pmperly install tempomry laterel restraint and diagonal bracing,in 15) accordance with�BC51-B2 or using pmprietary me[hods(e.g.Stabilizer,etc.). LOAD CASE�S) Standard 1)Regular Lumber Increase=1.15,Plale Inuease=L15 Umform Loads(pl� Vert:1-2=-70,2-3=-70,&4=-70;4-5=-70,6-9=-2� Concentrated Loatls(Ib) Vert:8=-2234(8=20�7)7=-21710=329�1=-959(8=-742)12=-831(B)13=32914=803(B) !. WARNING-Please�FOmugMyreviewlFe"CUSlomersAcknowleagemenlofPraBUiltlStantlartlTermstorManuladmetlPmtluc(s'b�m.Verilytlesignparamelersantlreatlna�esont�isTmss �� 'g � ' g df� OJftl SM1 t( .0314)�ef .OtyMTk ct pit M1II� af iht E 'gtl g[ � Itl. ih' 1 a '9tl g d t � pt f p bllYl ih � 9 �N 911 P . tdpidM1 ' .TM1d 9 P� .I tl9 d'I 'IbItY tl f0 Pn �I ypn I D °� g bultl g- �F p bl�y (tM1 Cw tM1 O f IM1 tl g I Ih B Id gD 9 p AN51/TPI1 L � I � � Itl �g � M1 -d tl I b tl h tl b g+ {� rf p � b klg ly, tf bldB �bl'tyb gAtltll II p ry t ' tld9 Ib ' gt ' Itifryd ' q iq -N p �Elryt� i � ill . $ Atldl Ip anen�b Id g t tilyb 9 f�p oe II � 1 � �M1 esp blty !�M1 O MN O � ' tM1 � tl g 1 iM1 6 Itl g� g� p N IRCt 16C J AN51/rPILPrgene Ig-tl ere9eN gtl g ep bll lbTStanq Ity t I, trg tll ry c( It I s.2nl dd g 10 �' g, I�IM1 It I tli- (N iecm iec,ANSUrvii,meecsi:�mma�y:neei:a�aioracsi�a�m'�ycomao�emsarei�mm aro�la�aiaeiertomsecnao...iv,. e �a�s„y.�oma�a �y;eia�ea��:�aua�o�-�mrmaro� ENGINEERING[[c supplied in ihe jobsile package.T�e Imss tlesigner or lmsStlesign engineer(also tleLnetl as a special�y engineer)�a NOT Ne 9uiltling�esigner of t�e�uiltling. Job Truss TmssType pty Ply FISCHEROBF-a]9 184-0125] 9164164fi8 TG03 9pede1Tms5 1 t Job Reference o tional PROBUILO, MOORESVILLE,IN4fi158 � ].430sOCit<2013MiTeklntlus�nes,Inc. WetlJu10215'.it3320idPaqel I�'hOVN8UnL341qTi s3N00J6zrp07bR4VU�78Zj_wfqg393FEbl?IwCOxSYZUpIdvz03i8 ]-3-14 �-2-8. 1541-13 23-9-3 i 31-9A� �-344 0-0040 7-9-5 � �-9-5 7-01-13 S�ale=i�.5]3 Sx6 ��80� 12 6.00 12 Z Sx12 �� t 5z4 II 3x6 = 3x4 - 4x6= 3 4 6 1 � � SG�_y;t — '^ - .�s � � ._ 6x6 — -11 � ]-9 2 14 � 4 � �v3 4��t 9 l I� � � lys �I I t - � � a�� —ff1�— — T 12 �� 16 1] 10 t0 M19 g 20 21 22 B t5 14 13 4x6 ° Bx8 - 4x8 = Sr6 = 3x4 II 2x4 II . 3xe = 2xa II ]-344 B-2-8 15-11-13 23-93 31-9-0 ' �a-ia o-ioao �-a5 ' �-s-s • �-aa-ia ' Pia�e oflse�s(x,vj�_�tedqe a2-at fz:o-s-s o-z-s]�f7io-z-o o-va7��e:edae�o-z-a]��:o-i-�z o-z-iz� f�o�o-a-o o-o-a1 LOADING(ps� SPACING 2-0-0 CSI DEPL �n (loc) Ude9 Lld PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.89 Vert(LL) 0.16 9-11 >999 240 MT20 197/144 TCDL �0.0 LumbeNncrease 1.15 EC 0.93 VertQL) -0.31 9-11 >906 180 BCLL 0.0 Rep Stress Incr NO WB 0 96 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code IRC2006/iP12002 (Matrix) _ Weight i661b FT=20% LUMBER ' BRACING � TOP CHOftD 2x4 SPP NaYExcepY TOP CHORD StmcWral wood shea�hing direclly applied or 10-0-0 oc pudins, except 3-5:2x4 SP No.�,5-7'.2x4 SP 2400F 2AE entl vehicals,and2-0-0 oc purlins(2-i t-6 max.):3-7. BOT CHOftD 2x6 SPP NnYExcepP BOT�CHORD Rigid ceilingdirecty applied or 6-0-0 oc 6recing. 10-12 2x6 SP 2400F 2 OE WEBS 1 Row at midpt 7-B,3-11,7-9,L14 WEBS 2x35PFNo2'ExcepC 3-11,7-9:2x4 SPFNO2 REACTIONS All bearings 10-6-8 except QY-length)B=Mechanical. (Ib)- Max Horz 15=199(LC 4) Max Uplik All uplifl 100 Ib or less at joint(s)except 8=635(LC 4),15=558(LC 10), �a=-azs��c a�,is=zes��c a� � Max Grav All reactions 2501b or less atjoint(s)15 except 8=2037(LC i), 14=1916(LC 1),�3=1599(LC 10) FORCES (Ib)-�Max.Comp./Maz.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD L2=-278/98�,.23=-219/950,3-4=-2496/fi23,45=-2496l623,5-6=2496/623, 6-7=24021707;7-8=-1776/556,1-15=-�72817 BOT CHORD 'I&94=-707/207,12-13=681(241.12-t6=881l2�1,N-16=6811201,11-17=-7832402, . t7-18=-783/2402,10-'18=-783/2402.10-19=-783/2902.9-19=-783/2402 WEBS 2-�4=-1230/260,3-11=-924/3752.4-1�=-557I194.E-9=-662I�56,7-9=-877/2835, 1-14=-907/3'14,3-13=-'1260/330,3-14=-647/'153 NOTES (12-15) 1)Unbalanced roof live loads have been consitlered for this design. 2)Wnd:ASCE 7-03,90mph;TCDL=6.Opsf;BW L=6 Opsf',.h=25ft;Cat.II;Exp B;enclosed;MWFftS Qow-rise)gable end zone;cantilever � left and nghl exposetl;end vertical lek and�right exposed',W mber WL=t 60 plate grip DOL=1.6o � ' 't'a��.'r, r 3)Provide.adequate drainage to prevent wa�er ponding s�At' z� ir . 4)This tmss has been designed for a 10.0 psf bottom chortl live loatl nonconcurrent with any olher live loads. ��,'`'��5�C' �ti� C3�.;'.;w 5)Refer to girder(s)for Vuss ro truss wnnections. `' �I ST�;- �`�, �� 6)Pmvide mechanlcal connection(by olhers)of truss to beatlng plate wpable of withstanding 835 lb upfik et joint 8,558 Ib upllft at join41 S „y��:p.�4- ��'Fc "� ,^ ,425 Ib uplik al joint 14 and 286Jb uplift at joinl 13. ^ ��' � �*� � 7J This tmss is designetl in accordance with lhe 2006 Intemational Residential Code sections R502.11.1 and R802.102 and referenced �`-��*�i722C} � stantlartl ANSI/TPI L — � e)"Semi-rigid pitchbreaks wilh fxedheels"Member entl fixiry model was used in the.analysis and design of Ihis tmss. " ° � t ° ' 9)Graphiral pudin representation does not tlepicl the size or the orienlation of the putlin along the top antl/or botlom chord. =. �•-, STR7E{.3P y^.2 4 10)Hanger(s)or other connection device(sJ shall be provided suKCient to support concentratedload(s)10971b down and 1401b up at '� �,p°•;�'d[i�pt,:7^.='�a,� ti 15-7-12, 1561b down antl 931b up at i6-t L4,-�S61b tlown antl 931b up 2t 17-1 L4,1561b down antl 931b up at 19-1 b4, 1561b tlown ��r,. l� �`•"•`•" P `.^� �'��l Z�tl 9 qlbantl�`S6lbidown and 931b up ad zg�b�u4 on bottom ch�d I The desigo/selection of such mn ectiondevice(s)istl�9�3 Ibpp at r�r/p,`S'��„'t!,'C'�`�yt;Yl . responsibillTyafothe�s. .JUIy�,G��4 ddat�A�B�RQ�eF2?E(S)section,loads apoiied tothe�ac2 ai�he rtuss are nctcC as front(P)or back(B;. ' � WARNING� PI �h gM1ly ' Ih C 1 m l A kn I tlg t IP B ItlS� 4 dT I M !ct tlP d tl'Y .V (y0 g p � tl tl 1 n T � Dg � � g d � OJRI Sht� .0314)� f .OyMTk � plt M1llb tlfNt tl �yntl g b IdT� � tl 'gtl -�9- d ( 5 p10 f � 0 bltyf th tl 9 (IM1 5 911 P �tlPCdO � .Th tl -9 P I d 9 d� 5, IbI�Y d IIh p I! YPrt I b Itl g� �M1 p blry fl� Ow e IM1 Omm r'� ihonxetl q �o iM1 � I gD 'g pe AN51?PIt Ct I i Itl 5 a� h � -rtl C l b tl M1otl b � a� f c pressonb kf g ly al�o � Id g t til'tyb g.Add'1 It m ry esVenJC g Ib � g�oT l bltyd g I d ' iM1e p s'tiftyof�he� s�nsteller. ACd(onalpe�manentbuldngstaClityOracngoflbeoveall Wclure-s��eresGOnsbltyoll�eOwneq�M1eOwne�saulM1Onzedagen�orNeBUltlngOesgre/perNelRG,iM1eIBCantl FNSIRPI L Por gen I q"tl -e regartl g tl �g .p�� ti II ,I b'wlion qual'ry wntrol,stor g tl i ry, t on la�eral restra n�antl tlagonal bra<nfl consul�IM1e la�est d'I of IM1e '" iaq�neiac,aNSUrai�i,meacsis�mma�y:ne ��,a�am.ecsi�e�mi�gcompo�ems�re.ymtomaro�7a��iaeie«o�secna�w.+.,.sed�a�s�,y.�oma�aa�y,eia�ea-�sianr - rormaiio� ENGINEER/N6l[c supplled In Nejobsile package.The:mssHesigner or tmss tlesign engineer(also tlefined as a special�y en9ineer)Is NOT the Building Designer o!iM1e builtling: JOb TN55 TmssTypE �ly Ply FlSCHEROBFO]9 1846125� B1441fi468 TGW SpeualTmss 1� 1 Job Reference(ooCOnal) PROBUILD, MOORE6VILLIN4615B ],430sOCtl42o13MReklntlusGes,IncWetlJU1021511.3�P01-0Page2 ID:hOIMeUnL341qTi s31V00J6irp07-b2aV UD]BZj_wfqg393FEbl?IwCOxSVzujjldvz03ie 12)t Adtlitional stability b�acing for tmss system,e.g.diagonal or X-hracing,is always requiretl. See 13) BCSIt. 14)23.It is eMremely impotlant to pmperly install temporary lateral resVaint and diagonal bracing,in 15) accordance with BCSI-62 or using proprietary methads(e.g.Stabilizer,etc.). LOAD CASE(S) Standard �1)Regular Lumber Increase=tl5,Pla�e'Increase=1.15 Uniform Loads(pl� Vert:i-2=-70,23=-70,3-7=-70,8-15=20 � ' Concenlrated Loads Qb) Vert:9=-�56 10=-156 16=-t 097(F)�7=-156 18=-�56�9=-i 5fi 20=156 21=-t 56 22=-�56 t, �WAR�NIN�G PI9 . d(M1 DJnRf �� S�C11, .�314)kbl tl9 .0`IyMTB`ICSt tlplt h'IIbM tl(i �htlP tl �t 9 tl�v 9ab9 I�e. ih � tl �g d, � g!rydTt 6}� p� f p � bityf lM1 d '9 fl� -91 Wss P �tlP �tlh TM1 tl �9 P� ,I tl 9 tlf , lbltY d Rh P I� ypM1 I D d b Id g' Ih p �I�y f�n O e �he Own¢f �h d g �t ih�B Id g� 'g �p ANSIITVI L L t I t t tl g t n �-�tl�C 1 b tl M1oN � � I � p � b kl g N, �otlo b IJ g t 61'tyb g.Atltlt I� p ry �anUE{� Ib � g� � st tilrytl g d � �M1e� p sa'Iryof�hetmss'nstaller. Atltlt Ip �manenib'Id g t bi�ybr - g tl� II � 1 � �M1 esponselryoliheOw iM1� O ' ihorzetlagentoriM1 B IGngD g. perifielRC,IM1eIBC tl ' ANSIrtPItFOrgene Ig'4 regard�gtl g p bR fb- tionqualryconimismrg dl' ry clon,lnlaralreslranl tld' 9 Ib �-g,consuptM1elates� dt !tM1 '"' iac,n iecnNSUraitmeecsi�s��,ma�y:nee�s,a�am.ecsi�e�ia�ycompo�ems�ierymtoma�oola�aiaeienomsecna�wwws�a�a�s�n.roma�e��yreia�ea'�:ianroo'omrn�co� ENGlNEER/NGuc supplled In l�e]obsi�e pachaga.The tmss tlesignor or tmss deslgn englneer(also tle6nao as e specialry o�gineep Is NOT iM1e Building Oesigner o(i�e�uilding_ .10� TNSS TNSSTyp2 Qty Ply FlSCHEPOBF-019 18441258 B14416468 TG04 Hlpimss 1 1 Job Reference(optionalj PROBOIlO, MOORESVILLE,IN 06158 ]430 s Oq W 2013 MiTek IndusVies,Inc. Wetl Ju102 15:H3�2a1C Page 1 ID:hO WIBUnL341qT1 s31V00J6zrp0�-0R�VU�]BZj_w(q8393FEb111wF]w�ozu111dvz03i8 3-]-6 �0.�-6 � 1510-8 � 1640.B � 3-78 � ]-0-� 5.�'-2 � 1-0-0 � Scale=129) Sx6 = 4x6 ° 8.00 �p 2 � I 3 2-3 y B00 t2 t5x4 II i II 2 5 1� J r i 5 4-] I �o � 8 9 ID 1t B 12 13 14 �-1 ) 3x4 = 4z6= 4x6 = 1-11-a 1'_-W-B ]-11� ' ]-01-0 Plate Offsels{X Y): �2:0-3-0 0-2-0��[3:03-12 0-2-01 f4'D-0-O 0-0-67 LOADING(ps� SPAqNG p_p_0 C51 OEFL In (loc) IldeFl L/tl PLATES GRIP � TCLL 25.0 Plaleslncrease 1.15 TC 073 Vert(LL) 008 6-7 >999 240 MT20 1971�44 TCDL 10.0 Wmberincrease 1.�5 BC 0.76 Vert(TL) -0.15 4-6 >999 180 BCLL OD Rep SUess Incr NO WB 0.69 Hoa(TL) 0.02 4 n/a� n/a BCDL , 10.0 Cotle IftC2006lfP12002 (Matrix) WeighC631b F7=20% LUMBER BRACING ' TOP CHORO 2x4 SPF No2 TOP CHORD Structural wood sneathing directly applietl or 4-e-10 oc pudins, except BOT CHOR� 2x6 SPF Na2 entl verticals,and 2-0-0 oc pudins(4-0-10 max.):2-3. WEBS 2x3 SPF No2 BOT CHOR� Rigid ceiling directly applied or�0-0-0 oc bracing. REACTIONS (Ib/size) 7=1069/0.&8 (min.0-1-�1),4=1128/Q3-8 (min.0-bt2) Max Horz7=83(LC 4) Max Uplift7=315(LC 4),4=293(LC 6) FORCES Qb)-Max.Comp./Maz.Ten.-All forces 250 Qb}or less eicept when sM1Own. TOP CHORD 23=-1232/418,3-4=-1358/362 � 80T CHORD 7-8=266l768,8-9=-266f768,9-�0=266/768,10-�1=-2fi6/7fi8,6-�t=-266/768, 6-12=-287/tOt5,�2-13=287/��15,13-�4=-287I1015,4-14=-287/�0�5 WEBS 2�=-240/652,3-6=-182/412,2-7=-1072/300 NOTES (10-13) . 1)Unbalar,ced roof live loads have been wnsidered for t�is tlesign. 2)Wnd'ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.Opsf;h=25kj Cat.II',Exp B',endosetl;MWFRS(low-rise)gable end zone;cantilever left and nght exposed',end vertical left and rigM1t exposetl;Lumber DOL=t60 plale grip DOL=t60 3)Provitl=adequate tlrainage to prevent water ponding. 9)This tmss�has been tlesignetl for a 10.0 psf bottom chortl live load nonconwrrent with anyother live loads. 5)Provide mechanical conneclion(by olhers)of tmss to beaiing plate capable of withstanding 315 Ib uplift at joinl7 and 293 Ib upli8 at joinl4. 6)This tmss is tlesigned in�accordance with the 20061nlemational Resitlenlial Code sections R5021 L� and R802.102 and referenced standard�ANSI/TPI 1. 7)"Semi rigitl pitchbreaks wi�h fixed heels"Member entl fiziry model was used in the analysisantl tlesign of this tmss. dG e)GrapMCal purlin represenlalion tloes not depict tfie size or the orientation of the pudin along the mp and/or bottom chord ��y „yF�, !� 9)Han9er(s)or.other mnnection device(s)shall�be pmvided sufficient lo support mncentrated load(s)BO lb down and�021b up at 1-9-Q ,.:�5�1„�5�.�f� '� p�,� 99Ib tlown and 73Ib up at 3-8-2,99Ib down and 731b up at 5-8-2,99Ib down and 73 Ib up at 74-6,99 Ib down and 73Ib up at ,`;� s�' ..a,p_- `� °�f e-6-11,and 991b down and 731b up at 10-6-1�,and 136 Ib tlown and791b up�at 12-6-10 on bottom chord. The tlesign/seleciion of 4''' � 1a';;P`., -'{"x�i such connection device(s)is the responsibiliry of athers: �'d�'°�-'�i' �'�'•'1j�, ;'�y` 10)1. Atlditional stability brecing For imss system,e.g.diagonalpr X.-bracing,is always requiretl. See `"- '�p` + � l t�� ecsii. � ' : PE-�9o!_22� : - 12)23.IUS exlremely important to proper{y install temprnary laterel resiraint antl tllagonal b�acing,in 13) accordance with BC51-B2�or using proprietary�methods(e.g.S�abilizer,etc.). ' ° � � � e ' .w 9 "= ST7a(EQ' r icr2� LOADCASE(S) Standard '�. d,�''.�3d��d,N�"�:�,.j'�? `: 1)RegulacWmberincrease=L�S,Platedncrease=tl5 �ra,�;��i"ti" ��YG��{: Uniform�Loatls(plp �.j:�j-C'^��ijj Vert:1-2=-70,2-3=-7Q&5=70,47=-20 ��f�413ltIN7�lts1 -- -Continued on Pa9e z � -—- - ---- - - -" . " ..-`"—-' - - - - July:3,2014 - � WARNING PI iM1 ghy ' IM1 C t I A kn I dg 1 f P B Id 5t 0 tl T 1 M I n tl P d q'I .V ry tl �9 p t d tl t iM1' 0 g � g tl�p OJRf Sh �( .OS1C)bf .OIyMTk ct plt M1lle� tll tM1 l tl g 4 gt �e IdTM1 t tl g d g� d t a� p1 I p bly( N tl 'g fth gl 1 p ttlp ttlM1 ' .TM1 e g p( I tl g dl 'Iblt� tl llh �p tl yph I � 9 buld g� N p bl�y 10 O 1� O f Ih tl g l IM1 8 Id g� 9 p ANSIITFII L t I � �tl �g 1 M1 ' S 'tl I b tlrh N h � ` ar . p bnbckigoly 11 bldgtbllybcgAtlG( II p rytt � Vtlg IOa� g��n IOltyd ' g 1 ( � iM1 - p 'tilryfihl ' tll . '' d Atltlt Ip anent� Itl g tblryb2 g ftM1 II 1 tl t� sp blry fN�O t� O t �� tl g t th B Id gD� 'g p .tM1 IRC�tM1 IBC � , ANSIrtPI-0. F rgene IB 'tle eregeN gtl g- p� blt t b'ml'on,q Ity 1 I t r g tl I �ry, cl � I t I sVent tld' qo Ib � g, Itl� I t t dt fIM1 ` ° iacm�iacnrvsurPiiineacsi:�mm �y:nee�:,�a�mo�acs�e�ia�gcomvoremsaierymmma�o��a�aiaeiertomsecnsiwV,w.:ee�a�s��y. o a�aa�rria�ea'�siauan �'�m,maro� ENG/NEER/NGt�c suOP�ied In theja6sife parhage:The Imss tlesigner or Vuss desiqn engineer(also Depned as a specialy engineer)Is NOTihe Builtling�ezigner ot(M1e buildlnq. Job Tmss TmssType q�y ply FISCHEa,oeF-a�9 IBaat25s B14616<68 TG60 HipTmss � � � Job Reference(o tional PROBUILp, MOORESVILLE,INd6158 ]430sOtl142013MiTeklntlu5bies,Inc. WetlJU1�215�.11:332014Page2 I�:hO W78UnL341qT1 s31b'OOJ6zrp0]-bRQYU0782�wfqg393FEb111wF7xXOZUjjltivz03i8 LOAD CASE�S) Standard Concentrated Loads Qb) Vert:8=-80 9=-99�10--99 11=-99 12=-99 13=-99 14=-13fi � WARNING PI IM1 ghty ' t� C I f A�k Itlg t fPOB IdSt d dT ! M fd dP d 1 f .V ytl g p , t tl a i Ri T O g �� g tl�M1 CJRf S� 1� .0314)�t OyMTk G plt M1llb tlt N 1 tl �g d 9t 0 IO. Th t tl g 4 g� d t m Pt ! P bYryi ih tl -9 !iM1 ' 91 t P attl p t tlh TMtl g Pl .1 �l 9 tlf n�Ify 0 f;fi P ii yp Y 1 � b �tl g� tM1 p olry fIM1 Ow �M1 O ef �M1 d g n� t� B Id gU g p AN�VTPI1. L � I 1 id g al h � a tl I b ��cti d b aef co p b kf g ty, t( � Id g �birybe g Atldt I� p ry 1 I/tl g elb � gl 1 �Itytl � g 1 ! ' i� p tilry !�M1 � � t II . �� Atl�t lo manentb Id g t bl'tyb g fN ll W t � iM1 o olty fIM1 O tM1 Ow �M1 tl g t th B 1a gD g 0 �M1 IRC tM1 IBC tl ANSIRPII Porgen Ig 'tl ereg d' gd 'g p �II ,f b�raton,q Iry t I � r g ,tl I ry �( I� I strant tla p Ibraung Itlh I t st tlT !iM1 ' �� iacmeiecnusirraiameeess��+ arymae�s,e�a�oracsi�aeia�gco�po�emsarerymromaro,7a�aia�ieaomsacne��se� a�s��y.wma-aa�yreiaiedasianr 'mor��e<o� ENGlNEER/NGL(e� sup��lietl In�M1e lobsite pbckage.The Wss tlesigner or«uss design engineer(alm tlel:nea as a zpecialty engineer)is NOT iM1e Builtling�esigner oi ihe builtling.. I JOb TN55 TNSSTyp¢ Qty Ply FlSCHEROBF-0)9� 8144164fi8 TGOS SpedalTmss � � IB44459 JbRf 1 PI p PROBUILD, MOORESVILLE,INCfit58 )43050d142013MTeklnduzNes,Inc. WedJU10215:11:3C2014Page1 I��.hOlMeUnL341qT1 s31V00J6zry07-3r7omqElvsrrYpPttltaUnoqeJKa5gx276N5r9LZ03i7 � Q6-� 5].ZO =I-60 50-11 10.L9 6�fi ]6�O�I . 29�11J J5��12 �31610 tS9�d_�50�6�d fi3�6��• A-i�0 1-0-0 S3-tl ' 41f-ll ' ]-10.t� I ]-00.1� ' 111.0 ' 6.5-0 I ]St�YbB' 3�- 0 380 1'-0-0 1-0-10 Sx8 i Swle=1]11.1 8.00�12 10 2x4 II 3sB J 3� '� 9 - 0 1621 3xfi O 11 3r0% 0 12 � 10.9 5x6 = 3aU �� 19 Sx6 = m 6 fi-]2 822 6- 9 � / 12-1 1358 �� 9� 1T5 1Bm � �- 3x6%3x6 � 14-i6 ° 600 12 5 z 22 21 2019 18 1] 6 d Sx6 - N 3� � 4 -I - 4xB = 3x8 = 4x8 = SxB II 3 S2< 23 zq 3xfi i 3s6 = sao i� oi � '��e 3-z �I� a.e � w ° da6 = ]fi 25 2s4 II Sxe = so-i-o `$Ztt 41 0 1qjp8 IB.I6 2�6� . I9.1.� Ifi.�43 . �O;LL��$:4]2 ']6.� 566J 5$j�_. 53�11 � 48-5 63�B ]-f0.1� ' ]40.11 ' ]dL0 � 6�}B ' 10�1 N�H 1-0-8' 10.0 �20�0' ' I 0-12 aia�eonsecs(xv)�_�io:o-yi2,o-z-a]��iz:o-z-�0_1_el�[�a:o-a-oo-z-ia1 fn:o-s-so-zal f�s:o-a-o�o-i-izl, is:az-eo-,i-a7�[2s:a-a-ao-z-e) LOADING(ps� SPACING 2-0.0 CSI DEFL in (loc) I/deB Lld PLAtES GRIP TCLL 25.� Plates Increase 1.15 TC 7 00 VeM1(LL) -021 19-21 >999 240 MT20 1971144 TWL 10A LumbeNncrease 1.15 BC O78 Vert(TL) -0.5818-19 >488 180 BCLL 0.0 Rep Stress Incr NO VvB 0:88 Hoa(TL) -o.03 21 n/a n/a , BCOL 1�o Code IRC2006/TPI20�2 (Matnx) Weight2241b FT=2q% LUMBER BRACING ' TOP CHORD 2x4SPF No2 TOP CHORD Structurel wood sheathing tlirecity applied, except end verticals,and BOT CHORD 2x4 SPF No2'Except' 2-0-0 oc purlins(4-2-5 max.): 1314. 20-22'2x4 SP No.1 BOT CHORD Rigid ceiiing tlirectly applietl or 5115 oc brecing. VJEBS 2x3 SPF No2'Except' WE95 1 Row a�midpt 6-22 10-2�,70-19:2x4 SPF No2,�5-17'.2x6 SPF No�2 2 Rows at V3 pis 10-21 REACTIONS (Ib/size) 25=7814/0.3-8 (min.03-0),21=2287l0.3-8 (min.0-2-11),17=857/0.3-8 (min.0-1-8) Max Horz25=438(LC 4) Max Uplift25=-305(LC 5),21=-139(LC 5),17=-89(LC 6j Max Grav25=�922(LC 9),21=2287(LC 1),17=875(LC�0) FORCES (Ib)-Max.Comp./Max.Ten.-AI�brces 250(ib)or less excepl when shown. TOP CHORD 2-3=-187/664,3-4=-283/1030,4-5=259/1167,5-6=-109/380,6-7=-36f/O8,7-8=-12/831, &9=13/1029.&10=0/1074.10.11=428/165,1142=-596/119,12-13=2181/188, t314=1882lI8,14-15=-873/38,15-17=-833/77 BOT CHORD 2-26=-505/2W,25-26=-505/208,2425=-1133/727,23-24=-025/169,22-23=-4�0/207, 2L22=-641/200,18-19=0/688,17-18=0/561 VJEBS 3-25=-527I191,8-21=-441210,9-21=,368/�33,5-24=-91/939,5-25=-10601231, 6-24=-029/171,6-22=-426/118,10.2�=-ifi92/39,�0-19=-72/838,13-18=-t438/166, 12-19=-638/230,12-18=-61/1370,14-18=54/1469 NOTES (9-12) �)Unbalanced roof live loads have been wnsidered(or Ihis design. 2)Wind:ASCE 7-05;90mph;TW L=6 Opsf�,BCDL=6.OpsF,h=25ft;Cal.II;Evp B;endosetl;MWFRS pow-rise)gable entl zone;rantilever left and right exposed;end vertical lett and right exposed;Lumher DOL=1fi0 plate grip DOL=1.60 3)Pmvideedequatedrainagetopreventwalerponding. ,,k�;p7�;;�rj,l � 4)This tmss has been designed for a 10.0 psf bottom chortl live load nonconwrrent with any other live loads. .,�:" �i� 5)Provitle mechanical connection(by olhers)of tmss to bearing plate capable of withstanding 305 10 uplift at joint 25,t301b uplift at join� `�ti�' j�s�P�� O �ib � 21 and 89 Ib uplift at joint 17. `� P?. ��7`� `�-fj,%f 6)This wss is tlesignetl in accortlance with the 2006 Intemational Resitlential Cotle sections R502:11.1 and R802.102 and referenced � � �,�„�4 f�p-,�;r stantlard ANSIlTPI 1. '^ �.� ' � % 7)"Semi-rigid pitchbreaks wilh fxed�heels"Member end fixity model was used in the analy5i5 and design of this tmss. pf-��222� � _ 8)Graphical pudin representation does not depict the size or the orientation of the pudin along the top antl/or bottom chord. _ _ 9)1. AddM1ional slabiliry bracing for�mss syslem,e.g.diagonal or X-bracing,is always required. See � ° = % � - io) BCSIt - �� •: STA7E4F i�?� 1 t)23.It is extremely imponant to properly install temporary lateral restraint and diagonal bracing,in % �,p'•;��Jp�qK�:��"�/ �� 12) � accordance wit�BCSI-B2 or using pmprietary meNOds(e.g.S;abilizer,etcJ. ��i� ��`�"'^•"'� aC+� ��,�� LOADCASE(S) Standard ,��{��UJ��;y��tt��`, _ . . . -- -_- - - - July 3.2014 � wqar+wc-aeasemomuqnryreviewme•cus�omersncknowieaqememoramauiias�araamlermsrorma�macw�eePmauas m�m.venryaes�y�pa�amaenanereaanoiesonm�srmsz o q o -yanam o�er ncesn i(e o��a�er s .oyMrk � pims niro ei m � asq e qi o ia. rn' � a �q aaw� q� d� �es ¢planC¢ ! ponstilly! IM1etlesg t1� gl 1 p ttl p t tlM1 'n:Th d g p( I tl g tlt , t blty 4 fih' 0- II anyp R I r �u Id g t� p b I�y I N Own ,IM1 Own � Ib d g � 1� B Id g 0 g r pe AN51?PI I. L t I I � �0 g t � - Oir 0 I b ntl UoN Ee�s � r oto p - Lckl qMry ot�obla gsW�lly� u�gPdd4 all po2ry �aVdag I�ldqlo- IOlrytl g A c- - t� espOnsblryollM1et ' slalle- '� Htldt alpermanenl0 Id g �EI'ryE 'g IN 11 � a �� espo Olry fN Ovm N Ovn ( t� � Eag � O�eB 'Id gD g perNelRC IheIBC tl ANSIIfPIi FageneralButlanareBara gd 'g p� �It ,1 GTafon,q Iry t I s� r g tl I ry ef q I � I es�an� OE 0 Ib c g CAnsutlNelalesl dl ft0 iac me iec ANSirtai i me ecsi z�mm �y sneei:.a�aro�ecsi�e�m��g co�nPo�em sa�ey mio maro��a��i�eie o-om secn m V.«,.,.:�cna�:iry.�om��e��y�eia�ea��:�au�r ��ro,��.,ro� ENGfNEER/N!'i ttc supplietl in�he jobsite package.T�e trvss tlesi9ne�or�mss tlesign angineer(also tlefinetl as a specialty engineeQ is NOT Uie BuilUing Designer a(t�e buildlfg Job Truss Tivss Type p[y Ply FISCHEP oBFa�9 184412fi0 B144164fi8 TGO6 FIa1Tws i i Job Refermce o tional PR08111LD, MOORESVILLE,IN46t58 ]6305Otl13201]MiTekln�usinez,Inc. WedJU10215:11:352014Pagei iD'.hOVN8UnL341qT1 s31V00J6zry07-X1 hAzAFNgAZi9z_3Ba5jKONLfkuyPN5GL1 CPhoz03i6 L71-9 15-945 Y3-9-e � ]-11-9 � �-10-5 � ]-11-9 � 4s8 ° 1.Sx4 �I 3a8 = 3xA = CX��`T�4��Z ��—� r� � � ?sz� � �� ,�—� e� t3 n� o — }5 �E 1-9 5-] 1 �. 9 1 I e�m 0 �J�e � " 11 4 13 9 8 t4 t5 � 18 1] 1B 10 4xfi= 6 3s6 II Bee = Bxe = 3z6 II ]41-9 15945 239.8 ]41-9 ' ]-00-5 ' ].11-9 Pla�e OHsets(X V): �1:Ed e,g 0-1-8]�(S:Edqe 0-1-81 f7:0.2-8 0-4-01 f9:03-8 0-4-0] LOADING(ps� SPACING y.0-0 C51 DEFL in Qx) I/deFl Ud PLATES GRIP TCLL 25.0 Piateslncrease 1.75 TC �.83 Vert(LL) 0.1fi 940 >999 240 MT20 197/144 TCDL 10A Wmberincrease 1J5 BC 0.93 Vert(TL) -0.32 9-10 >874 �80 BCLL 0.0 Rep Siress Incr NO WB 0.90 Hoa(TL) 0.02 6 n/a n/a BCDL 10.0 Code IRC200fi/TPI2002 (tvlatrix) , WeighC1241b FT=20% LUMBER � BRACING TOP CHORD 2x4 SP No.i TOP CHORD 2-0-0 oc putlins(32-12 max.): 1-5, except end vertiwls. BOT CHORD 2x6 SPF No.2 80T CHOR� Rigid ceiling directly applied or 9-1-5 oc bracing. VvE85 2x3 SPF No2'Excepr WEBS � Rowat midpt i-10,S6,1-9,5-7 1-10,5-6:7x4 SPF No2 REACTIONS (Ib/size) 10=2�76/03-8 (min.0-3-7),6=21B6IMechanical Max UpIift10=-644(LC 3),6=-649(LC 3) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 1-10=-1849/554,1-2=2097/636,2-3=20W/fi36,&4=2097/636,4-5=-2095/635, 5-6=-1847/552 BOT CHORD &9=-635/2095,&�4=-635/2095,14-15=-635/2095,7-15=-635I2095 WEB$ Y9=-793I2610,2-9=587J757,4-7=585/158,5-7=-791/2608 NOTES (1�-13) 1)Wnd:ASCE 7-OS',90mph',TWL=6.Opsf;BCDL=fi.Ops(;h=25k',Cat II',Exp B;endosetl;MWFRS(low-rise)gable end zone',canlilever left antl nghl exposed;Wmber DOL=1.60 plate grip DOL=1.60 � 2)Provide adequa�e dreinage to prevent water ponding. 3)This tmss has been desiqned(or a 10.0 psf botlom chord live load nonconcurrent with any other live loads. 4)Refer lo girder(s)for�mss to truss connections. 5)Provitle mechanical connection(by others)of truss to bearing plate capable of wilhstanding 644 Ib uplift at loint 10 antl fi491b uplift al joint fi. 6)This tmss is tleslgnetl in accordance with the 20061n1ema�ional Residential Code uctions R502.11.1 and R80210.2 antl referenced stantlartl ANSIITPI t. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixiry model was used in the analysis and design of this tmss. ` B)Graphiral purlin representation tloes not depict ihe size or the orientation of the puAin along Ihe mp and/or bottom chortl. y�;��iHi�� 9)Hanger(s)or other connection device(s)shall be pmvided SuKcien�to support concenVatetl loatl(s)2041b tlown antl 1031b up at \,��"`�gFpH ',Y r�i b11-12,204 Ib down antl 103 Ib up at 3-11-12,204 Ib down and 1031b up at 5-11-12,204 Ib down antl 1031b up a[ 7-11-12,2041b `�, � �� i� b�p at ds 0�Ibz Z04 b down antl41031b up atdti7-1 b12,and'204'Ib down and 1�031b p'at3�9-iP4`2,antl 2041bOdow n ntl 1031b up `��tG�t57�^iRa�,A�9 l at 21-11-12 on bottom chortl. The desigNSeleclion o(such connection device(s)is Ihe responsibiliry of others. � 10)1. Additional stabiliry bracing for vuss system,e.g.diagonal or X-hracing,is always requiretl. See � PE-i 7�i 222fl = _ 11) eCSl1. – ' � _ 12)23.I�is extremely importanl to pmpedy install temporary laterel restraint and�diagonal bracing,in ' ° � � ^ � = 13) a¢ordance with BCSI-B2 or using proprietary melhods(e.g.Slabilizer,etcJ. � ��. $TATE a� �%w` : �.c�':�tr•DIANT':''ci�i . : LOADCASE�S� Stantlard ��i��LS��., Eep^�3•,�� 1)Regulat'.Lumber Increase=tl5,Plate Increase=l.t5 'sj��1A71�lIIU�+i\\'lY Cominued on page 2 - - " --°" —` — � - .:uly 3,2014 � WARNING PI 1� gMy - lhe C t f Acknawl tl0 � �P aB iE St tl�d T rms lor Manufaduretl Pmtl qs lo .V 'ry tl 'g pa et tl tl I s M T � � �5 a - 9 tliheDJR I eSM1 t� .0}�djb I .O IyMT k � pl 1 s� Il�e tll th l 4 y d gl b Id TN t tl g a 'ng' a t g p�a ! p tiftyt Ih tl ig fN - gl I p ta pa tln .T� tl g pti I e g dl -1 blty 4 12 p tf nyp n I � ssq b Itl g- IM1 p biry fU Pme th Own � N 'M B � �� 8 ld g De�g pe ANSIrtPI t Lai I t� g � sM1 'tl 'tl i h nd NoN be ,Y-Y� I< w p 0 kl g IY otlo b ld psq011y� - g.Naat I�mpo ry t 'nt/tli g 10 - gb'n � tilytl ng t cfon� 0e spon'tiltyotlhe� sTStaller. }��'3 Atldlqnal Ibuldn til( b� Il�eom�all 1 cWre'sl�e�es bll I�beOwnC,�heOwnehdulhoizeod Io��FeBUld�n Des �IbeIRC,�helBCantl � pe�manei gs.a y ongo pons yo qen g gne�,p ANSL4PI L Porgeneral guidance re0artling tlesiqn responsibililies,labrication,qlality comml,storage,tlelivery,ereaion.lateral resvaintantl ElaOonal bracng,cansult @e lalest etlnion of Ne "° iac,ineiec,aNSirtaia.ineecsis�mmarr:neeu.a�mo.acsife��m��gcom>000�isaieymmrms�oo�a�auaeiao-omsacna�www.:ou�a��i�y.mmama�yrew;eams�anaoo�mro�awn EN6lNEERIN!'aeec wppletl in�he jo0si�e Dackage.TFe Vuss tlesigner or wzz design anB��ee�(also JefneO as a z0��ly engineep is NOT�he Buildlrig Designer o110e�uilding. Job TRISS TmssType pty Ply FlSCHEROBFO]9 184411fi0 B14a164fi6 TGO6 FlatTmss 1 1 Job Re/erence(ootional) PROBUIL�, MOORESVILLE,IN46t50 ]430sOC1142a13MiTeklnCUSlries,Inc. WetlJUIWt5'.it352014Page2 , ID:hOW18UnL341aTis31V00J6zrp07-X1hAzAFNgAzi9z_3Ba51KONLFlcuyPNSGLiCPhoz03i6 LOAD CASE�S) Standartl Uniform Loads(pl� Vert:L5=-7Q&1�=20 Concentratetl Loads(Ib) Vert:8=204 9=204 7=-204 11=-204 12=-2�4 13=-204 14=204 15=204�6=-204 t7=-204 18=-204 t. 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