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�ob Truss Tr�ues Type �4� Py Strudur�Deaipn Concepts <br /> PER747, 32 -- RZG1 �RppFTRUSS I7 � 1469R <br /> &eve 6erber/GaibwRnWer�ee <br /> P.E Robt�ns,Viqarle IL 81485 7.510 a Jen 20 2014 MiTek indusUies,tnc Wad Sep 03 71:08:50 2014 Pape 1 <br /> ,-2-0-0, 5-5-1 , 10-6-11 , 15-8-4 , 18-11-0 , 22-10-1 , 26-9-2 , 30-4-4 3+ 3=11-6 �37-10-0 �5-10-0, <br /> ' 2-0-0 ' S-5-1 5-1-9 5-1-8 3-2-12 3-11-1 3-11-1 3-7-2 3-7-2 3-10-10 2-0-0 <br /> Scale=1:70.3 <br /> 3-0-0 5x711 <br /> s. <br /> 7 <br /> ,�� II <br /> p 5xB J <br /> �7"o- 3 � g <br /> � 3x6 J <br /> �a 3x4:• 5 9 2x4 I I <br /> 10 <br /> 4 � N � . <br /> � � 0� O 3X4� <br /> O0 7� �� ���i � tb 1� 11 <br /> i � � i / � �� <br /> 6� 3x4 i i��� ��� i � 5X5� <br /> � i 19 <br /> � i 0 <br /> 3x4 i � � 8xt8= 12 3x4� <br /> 18 � <br /> 4 21 4x16 MT1B= 7x10= 13 N <br /> µ� 3x4� 3.00 12 �� 15 r- <br /> `� 0 6x8= 3x4� 14� <br /> 5x14= 18 L- L�/�L Vt- 6x14= <br /> REPAIR TO ADD 2-PLY 24"LVL FLUSH BEARING AT JOINT 18 AND ADDiNG 1440 LB POINT LOAD TO BOTTOM CHORD <br /> AT 11-6-0 FROM LEFT END WITH 120 PLF TOP CHORD/60 PLF BOTTOM CHORD LOADINGS FROM 0-0-0 TO 11-6-0. <br /> ATTACN 23/32"48/24 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WlTH 100%PL4Q0 <br /> GLUE CONTACT AND(2)ROWS OF.131"x 2 3/8" NAILS AT 3"C/C INTO ALL MEMBERS. <br /> ATTACH 17'2x6#2 SPF TO ONE SIDE OF BOTTOM CHORD OVER SHEATHiNG AS SHOWN WITH 100%PL400 <br /> GLUE CONTACT AND(2) ROWS OF.131"x 3 1!2"IVAILS IIVTO 2x4 BOTTOM AT 4"C/C STAGGERED. <br /> ATTACH VERTtCAL 2x6#2 SPF TO ONE SIDE OF TRUSS OVER SHEATHING AS SHOWN BETWEEN FLUSH LVL <br /> HEADER AND TOP CHORD WITH 100%PL400 GLUE CONTACT AND(2)ROWS OF.131"x 3 1/2"NAILS fNTO <br /> 2x4 VERTICAL WEB AT 4"C/C STAGGERED. <br /> ATTACH CUT BOTTOM CHORD TO FLUSH LVL HEADER WITH SIMPSON LUS24 HANGER. <br /> ATfACH 2x6 VERTICAL SCAB TO FLUSH LVL HEADER WITH(2)FASTENMASTER <br /> .189"x 6"TLOK/NEADLOK OR SIMPSON SDS25600(.22"x 6")TOE SCREWS. <br /> 7-11-14 i6-8-4 15- -12 21-4-7 2B-9-2 32-1-13 37-t40 <br /> 7-11-14 7-8-6 0- -8 5-4-11 5-4-11 5-4-11 5-5-3 <br /> Plate lfsets • 2:0- 13b-1-8�e1.fi9•0-8-003-101 <br /> LOADINO{ps@ SPACIAIG 2-0-0 C81 D2FL In (bc) Udefl Ud PLATES GRIP <br /> TCLL �•0 p�es Inaeese 7.15 TC 0.80 V LL) -0.73 1&21 >618 380 M72p �g7Nqq <br /> (RoW Snovr 35.0) Lumber Increase 1,15 BC 0.97 Ven <br /> TCDL 8.0 Rep S1ress H�cr yES (T�) -1.33 15-21 >341 24D MT16 t 18/727 <br /> BCLL D.0 Code MNSRC/TPI2002 � �'�' H°R�T�) 0.83 13 Na Ne <br /> BCDI 8.0 1��) NArMl�.l) 6.2819-21 >998 240 W <br /> ____ et�nr.rs�� Fr=ox, <br /> LUMBL=R BRACNJG <br /> TOP CNORD 2z4 SPF No2`Except' TOP CHORD SWdural wood shee0dng�ecMy applled pry_�.q p�p��� <br /> T1:2x4 DF 7BOOF 1.8E BOT CHORD Righl ceUuig dhectly appHed a�p.p.p�p�0� ��: <br /> BOT CHORD 2x4 SPF 1850F 1.5E'Except• 2_Z p���:������8 <br /> B3:2z4 SPF 5Wd,84:2x4 SPF No.2 WEBS 1 Row a1 rMdpt �_»,8.�� <br /> WEBS 2x4 SPF SWd'Exaept• MITek recommands That StabAhers and requked cross bradnp be lnslslied� <br /> WS.W8.W4;2x4 SPF No2 durin Wsa ereqlon In a�orye�e wilh Stabllizer IneWp80on auide. <br /> SLIDER Left 2x4 SPF Stud&2-3,Ripht 2x4 SPF Slud 4-5-8 <br /> REACTIONS (iblslze) 13=2106N-6-6(min.0-3-2),2=2108N-5-8 (tnin.0-9.2) <br /> Mex Hort2=170(LC 7) <br /> Max UpINH3=237(LC 8),2=.237(lC 7) <br /> �.,,...�r <br /> FORCES (A�)-Maxlmum CompressloMNa�dmum Tenalon ���*{s p{on,9Q�' <br /> TOP CNORD t-2=0/56.2-3=-5888/516,3-4=584y451,45=-4826/3p6,5-8�I515l346,&7=4538/415,7-8m-283?J2�,&9�5281t396,&1�5328/38q,�a t����°�arod by <br /> 12-13-5524/386,1314=0/66 <br /> BOTCHORD 2-21=-48715173.20.21L373/4959,19-2�383/4975.18-19�J81.&19z556/1Z5.17-18=18132.18-17�84l2936.15-18=228l5212.13-15=-2 /9Jj7p�y�{� p1y���� <br /> WEBS 3-27�381138,4-21=0/368,419=8921199,7-19=288/3488.7-17=367/318,&17=-7924/200,8.18z190/3087,�0-18=.312lf03.11-18=345/11 49'15=-78Q�8�17tit 5a0/3tlGy� �� <br /> 17-19---41/2885 <br /> ___.._P10S�S 011d d10t 1 �'P n'd <br /> _.� _�. -- <br /> _ -- ���n0� <br /> ---- --------- ---- ----- _-- ._------- �l�3.-- <br /> 7}Wlnd:ASCE 7-08: __---------- - --- -.--.__ __. ._._-- <br /> 90mph;TCQL�.Bpsf;BCDL 4 8psh h=20ft;Cal.p;Exp B;enc�oaed;MWFRS(low-rfse)gebie end zone;canlileve�bR mid right exposed; <br /> end vertk:al 1eft and hght e�osed;Lumber DOL 1.33 plefe grip pOL=1.33 �� �he Saro of M- t"""°�' <br /> 2)TCLL:ASCE 7-05;Pf=35.0 pst(flat roof snow);Category 11;Exp g;partleqy Exp,;Ct=1.1 <br /> 3)Unbelenc�ed snovy beds heve been cans)dered for this design. R a�N S <br /> 4)Thls trusa has been desl8ned tor�eater of min raof Ave loed of 16.0 pst or 1.00 tlmes flat roof bad of 36.0 psi on overhfmgs non.00�cu�nl wph oUrer Ove P�( <br /> losda. <br /> s�ai�a�es me►�rzzo�eiee u�as owe�w,a�aeed. OAiE• - <br /> B)This Wss has been desigrred tor a 10.0 psf bottom chord lire bed no�l wNh Ny piher Iive loads. <br /> 7)Bearing at Jolnt(s)13,2 conslders pareMel to prahi value using ANSIlfPi t angie to grain formule. BWidlnp designer shouW verify cepnp'ty a(be�p�{�. R! 1�ttal}o <br /> 8)Peovide mechenicd connection(by othersj W lniss tp bearing plate cepeWe ot withsfen�g y37 Ib uplltt at jdnl 13 a�d y37 Ib upMt at jWnt 2. • <br /> 8)"Seml-rfptd pltrhbreaks wilh fixed heals"Member erM tixity modni wes used h�the analysls and desipn ot fhis Iruss. <br /> LOAD CASE(S)3landerd � <br /> - _ j <br /> --� <br />