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- �Job Truss 'Truss Type Qty i Ply TREHUS BUILDERS, MJL ' <br /> L98212 A7-REP COMMON 4 1 1 �JNIT YF 130473514 <br /> Job Reference(ootionall <br /> Scherer Brothers Truss Division,Albertville,MN 55301,. 7.640 s Apr 22 2016 MiTek Intlustries,Inc. Mon Jul 17 162839 2077 Page 1 <br /> ID:vG?AaoLzvTNmm2zvisfOsz4h0�-x7JLxSgewUehowl WmVwFuKHnRA2rouAkNM3Uafyx69s <br /> -1-2-9 3-SO � 5-11-8 � 8-&0 '11-11-0 � 1� <br /> 1-2-9 3-SO 2-6-8 2-6-8 3-60 �-2-9 <br /> 5�- Scale=129.5 <br /> MODIFY TRUSS AS SHOWN BELOW <br /> 3-0-0 , 5 3-0-0 <br /> -y <br /> zoo ,2 * <br /> + . + <br /> + + + 6 <br /> 4 + + + + + <br /> + + + + + + + <br /> + + + + + + + +. + <br /> + + + + + + + + <br /> + + + + + + + + + + + + <br /> Sx5� + + - + + + + + + "�; + + + Sx5 � <br /> + + �a.� + + + + + + + + +'-� + + � <br /> 3 + t +�.! + + + + + + + ��� + + + <br /> + + + k: + + + + + + + + +' + + <br /> + + + ��� +: � + + + g <br /> 2 + + + ♦ + + <br /> + + + ,�� : + + + <br /> + + + +' 13 �z �� '� + + g o <br /> ,� + + + �:� °�. + + + d <br /> � ,z..X,z.. 1� <br /> �4 �� <br /> 3x12 I I <br /> 3x12 I I <br /> � ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP i) <br /> INSTALL 2 X 4 SPF/DFISP NO2 TO EACH FACE OF TRUSS W1TH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAII SCHEDULE: <br /> CUT TO FIT TIGHT. 2 X 3'S-2 ROWS,2 X 4'S-3 ROVvS,2 X 6'S AND LARGER-4 ROVVS:SPACED�4"O.C. <br /> NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE <br /> FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. <br /> 3-SO 5-1�-8 &6-0 11-11-0 <br /> � 3-SO 2-Cr8 2-68 3-5-0 <br /> Plate Offsets(X,Y)— f2:0-7-15,Edge1,f8:0-7-15,Edge1 <br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP <br /> "LL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.21 14 >691 240 MT20 197/144 <br /> DL 10.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.35 14 >403 180 <br /> �CLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.27 8 n/a n/a <br /> BCDL 10.0 Code MNSRC2015/TPI2007 (Matrix-M) Weight:50 Ib FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. <br /> BOT CHORO 2x4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x4 SPF No2'Except` <br /> 5-12:2x3 SPF No2 <br /> SLIDER Left 2x8 SP 2400F 2.OE 1-6-D,Right 2x8 SP 2400F 2.OE 1-6-0 <br /> REACTIONS. (Ib/size) 2=771/0-5-8,8=771/0-5-8 <br /> Max Horz 2=-65(LC 6) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 3-4=-576/0,4-5=-821/0,5-6=-821/0,6-7=-576/0 <br /> BOT CHORD 2-14=0/457,12-13=0/744,11-12=0/744,8-10=0/457 <br /> NOTES- <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)Wind:ASCE 7-10;VuIt=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; <br /> MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 <br /> 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will <br /> fit between the bottom chord and any other members. I H�reby eerti(y that this plan,speci- <br /> 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ficatbn,or raport was prepared by <br /> me or under my direM supervisbn <br /> and that I am a duly Licensed Pro- <br /> fessional En na under the laws <br /> otthe State M' sota. <br /> JUAN GARCIA <br /> DATE REG.NO.41469 <br /> July 17,2017 <br /> Q WARNING-Vriry design panmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ/7J rw.f0/07/2015 BEFORE USE. ��" <br /> Dasign vali0 for use onty wdh MiTek�connectors.This design is based only upon paremeters shown,antl is for an intlividual builtling component,nol <br /> a iruss system.Before use,the building designer must veriy the applicability of tlesign parameters antl propedy incoryorate this design inro the overall <br /> building design. Bracing indicated is to prevent buckling of intlihtlual Wss web antl/or chord members only.Addilional temporary and permanent bracing M iTek' <br /> is aAvays requiretl tor stability and to prevent wllapse with possible personal injury and property damage. For general guitlance regarding t�a <br /> fabrication,storage,delivery,eredion and brecing of trusses antl truss syslems,see qNSIITPN�uality Crkeria,DSB-89 antl BC51 BullAing ComponeM 16023 SWingley Ridge Rd <br /> Safaty Inlortnatlon available from Truss Plate InstitNe,218 N.Lee Street,Suile 312,Ale�ndna,VA 22314. Chesterfieltl,MO 63017 <br />