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' Jdb Tniss Tmss Type Qh Ply SWUwaI DeslBo ConceP�s <br /> 1459R <br /> PER14732 - Ri8 MOD.pUEEN 7B 1 S�evaGerbedGerberResidance <br /> P.E.Robbins.Vidoria IL 61485 7.570 s Jan 20 2014 M1Tek Induslriea,irtc.Wetl Sep 0311:07:00 20t4 Page 1 <br /> ,-2-0-0, 6-3-14 , 12-7-7 , 18-11-0 , 25-2-9 , 31-&2 37-10-0 �9-1QA, <br /> ' 2-0-0 ' 8-3-14 6-3-9 6-3-9 ' 6-5-9 6-3-9 6-3-14 2-0-0 <br /> Scale=1:88.2 <br /> 6x5= <br /> 6.00 12 7 <br /> 3x4� 3x4� <br /> 3x6- 6 8 <br /> 8-0-0 — 3x6� <br /> 5 g <br /> 2x4 O <br /> 4/i <br /> ( T <br /> 3x4� _,._ p �4� <br /> a 3x4� 3 a 11 <br /> .d� a' 3x4� <br /> r� 2 12 <br /> d 1 �� 2-0-0 � B2 13 <br /> x8= �8 17 1 1 x 9 7/2"2.DE LVL 18 5 14 <br /> Bx8= <br /> 24-0-0 = 3x4= <br /> 4' � � 240-0 <br /> 25-&0 <br /> REPAIR FOR CREATING A 20-0-0 WIDE x 1-0-0 TALL VAULT STARTING AT 4-0-0 FROM LEFT END. <br /> INSERT 1 1/2"x 9 1/2" 2.OE LVL BETWEEN TOP CHORD AND DIAGONAL WEB W2 AS SHOWN. <br /> INSERT 2x4#2 SPF BETWEEN BOTTOM CHORD AND LVL SIDE OF OPENING AS SHOWN. <br /> ATTACH 23/32"48/24 APA RATED SHEATHING TO BOTH SIQES OF TRUSS AS SHOWN WITH 100%PL400 <br /> GLUE CONTACT AND(2) ROWS 2x4 MEMBERS&(4)ROWS LVL OF.131"x 2 3/8"NAILS AT 3"C/C IN70 <br /> ALL MEMBERS. <br /> 9-6-11 18-11-0 28-4-5 37-10-0 <br /> 9-5-11 9-5-5 9-5-5 9-5-11 � <br /> Plela O%eels X : 2:0-0.11 0-3-0 12:0.411 0.3-01 <br /> LOADING(ps� SPACING 2-0-0 CSI <br /> TCLL 35.0 DEFL in (toc) Ildell Ud PLATES GRIP <br /> (Roof�Snow=35.0) P��es Increase 1.15 TC O.BD VeA(LL) -0.28 14-18 >99g 3gp <br /> Lumberl�crease f.i6 MT20 197l114 <br /> TCDL 8.0 Rep SUess Incr YES � p:58 Hert(R) -0.54 14-18 >82g 2q0 <br /> BCIL 0.0 Code MNSRC/iP12002 O2R�� 0•18 �2 Na Na <br /> BC L 8.0 ���) WaW(ll) 0.10 16-18 >999 240 Welphl:1621b FT=096 <br /> LUMBER BRACWG <br /> TOP CHORD 2x4 SPF 1650F 1,SE TOP CHORD SWGureI wood sheaUNnp dpecyy�pped or2-8-14 oc pwlins. <br /> BOT CHORD Zx4 SPF No2 80T CHORD RIgW celWig direcUy eppl)ed or 2-2-0 oc bredng. <br /> WEBS 2x4 SPF Slud WEBS 1 Row et mtdpl 6-18,8-18 <br /> SLIDER Left 2x4 SPF Slud 3�5.5,RIgh12x4 SPF Stud 35-5 <br /> MiTek recommends lhet Stab@zens and requtred aoss bradng be Inslalled <br /> REACTiONS (Ib/size} 2=2103l0.S-8 (min.0-3-5),12=21p3l0-5-B (min,035) durin truss e ctlon in a th bNf¢er tsYatlo� e, <br /> nnexHorz2=�tt(�c�) i hero�1f(y tho� �hic plon, spKM <br /> Max U�fi2=-241(LC 7},�z}za���c e) <br /> FORCES pb)-Maximum CompressloNMeximurn Tensbn ficallon,cr cePnrt wos prepured by <br /> TOP CHORD 1-2=0/60,2-3=-3280/259,3-4=3176/282.4.5=-286912b5,6.gm.y747@70.&7=2184/249.7-8=-2184f249.e-e=-z�4�mo.e-�o=-zesarzss.�a �9� y� �y� �tlP°^'ubn <br /> BOTCHORD 2•f8=25Qf2761,17-18=158f2401.78-17=15BJ2401,15-16s-81/2401.1415�81/2401,12-14�-14D/2781 m 9�LOC•�1-12�28D�'�� <br /> WEBS 41B=287/134,6-18=-41388,6-78=998l195.7-1�-11511359,8-18=998/795.&14=4/388,70-14=287H34 ond Ihoi 1 om G �Y <br /> woTEs f��unoi Eagineer uader 1he low�of <br /> i)Wind:ASCE 7-05;90mph;TCDL=q.8psf;BCDL=4.8psf;h=20ft;Cet.II;Exp B;endoaed;MWFRS(bw-rlse)pabte end zone;cenWever bft and rtghl exposed �� ��e o� - — - <br /> end verUpl lefl and right exposed;Lumber DOL=1,33 plata grip pOL=1.33 <br /> 2)TCLL:ASCE 7-05;Pf--35.0 psf(Ilat roof snow);Cetagory II;Exp B;PeA�qy Exp.;C(=1,1 <br /> 3)Unbalanced enow loads heve beert eonsidered for tids design, p�," , 0 a���$ <br /> 4}This huss has been deslpr�f tor prealer of min roof Ilve load ot 16.0 pe(w 1.00 qmes flat roo(bad ot 35.0 psf on overhanps nonconcwroM x�W����g <br /> loaas. QA� <br /> e�rnis n�,5s nes naa�aes�oea ra e�o.o�r n�m a�a u�road o��r�,rr«n�nm�y w�,er u�e rosas, 2 3 6 84' <br /> 6)Provltle mechanlcet cafnedion(by oihers)of tnrss lo bearing piete capa�e of wilhstarWinp yq�Ib upiqt at JdM 2 end 241 Ib up�ifl al Joint 72, R e 1ltfotti on o� <br /> 7)"Seml-rigid pitchbreaks wNh foced neels"Member end ibdiy modei wes used�n Ihe anelysis end deslgn of Ihis buss. , <br /> LOAD CASE{S)SlaMard <br />