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JOb TfUSS Tfu55 Typ2 Qty Ply TREHUS BUILDERS, MJL 130473514 98212 A1-REP COMMON 4 1 1 UNIT YF Job Reference o tional Scherer Brothers Truss Division,Albertville,MN 55301,. 7 640 5 Apr 22 2016 MiTek Industries,Inc. Mon Jul 17 162839 2017 Page i ID:vG?AaoLzvTfvmm2zvisfOsz4hOQ-x7JLxSgewUehowl WmVwFuKHnRA2rouAkNM3Uafyx69s -1-2-9 3-SO 5-11-8 8-SO 11-11-0 13-'I-9 �-2-9 3-SO 2-6-8 2-&8 3-5-0 'I-2-9 5�— Scale=129.5 MODIFY TRUSS AS SHOWN BELOW 3-0-0 3-0-0 5 � I 7.00 �2 ' + + + + + + 6 4 + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ,h ++ +" + + + + + + + + + � 5x5 % ++ + � + + + + + + - + + + Sx5 � + + *! + + + + + + + + +'�� + � 3 + + +..` + + + + + + + � +++ + + + + �k�� + + + + + + + + + + + + + + � ��a +� ��+� � + ��.+ ��+ + +��.. �� + + + g 2 + + + + + + + + + + + + + + + +' �3 � �z �� + + g o ,� + + + �- + + + id � — - 12"x 12" 1� 1a �0 3x'12 I I 3x12 II � ATTACH 1l2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/i6 EXP 1) INSTALL 2 X 4 SPF/DF/SP NO2 ' 'h`+* TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: CUTTOFITTIGHT. `r'r�,�, 2X3'S-2ROWS,2X4'S-3ROWS,2X6'SANDLARGER-4ROWS:SPACED@4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE I'''`*`''I FOR A NET 2"O.Q SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. 3-SO 5-11-8 8-&0 11-11-0 � 3-SO � 2-6-8 2-68 3-SO Plate Offsets(X Y)-- f2:0-7-15 Edqel f8:0-7-15 Edqe] LOADING(ps� ! SPACING- 2-0-0 CSI. DEFL. in Qoc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 070 Vert(LL) -0.21 14 >691 240 MT20 197/144 TCDL 10.0 � Lumber DOL 1.15 BC 0.64 Vert(TL) -0.35 14 >403 180 ' BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 027 8 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 (Matrix-M) I Weight:50 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2`Except' 5-12:2x3 SPF No2 SLIDER Left 2x8 SP 2400F 2.OE 1-6-0,Right 2x8 SP 2400F 2.OE 1-6-0 REACTIONS. (Ib/size) 2=771/0-5-8,8=771/0-5-8 Max Horz 2=-65(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-576/0,4-5=-821/0,5-6=-821/0,6-7=-576/0 BOT CHORD 2-14=0/457,12-13=0/744,11-12=0/744,8-10=0/457 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 I Hereby certify that this plan,speci- fit between the bottom chord and any other members. ficatbn,or repoA was prepared by 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. me or under my direct supervision and that I am a duly Licensed Pro- fessional En ne undar the laws ofthe State M' sota. JUAN GAFCIA DATE REG.N0.41469 July 17,2017 AWARNING•Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-747J rev.10/0?/2015 BEFORE USE. . �� I Design valid for use only wRh MiTek�connectors This tlesign is basetl only upon parameters shown,antl is for an intlividual building component,not . a truss syslem.Before use,the builtling tlesigner must veri(y the applicabiliry of design parameters antl propedy incorporate this design into the overall I I builtling tlesign. Bracing intlicatetl is to prevent buckling ot individual truss web antl/or chortl members only.Additional temporary and permanent bracing � M�TeI• is always requiretl for stability antl to prevent collapse wdh possible personal injury and property tlamage. For general guidance regarding ihe R � tabrication,slorage,tlelivery,erection antl bracing of trusses antl tmss systems,see qNS1ITPN Ouality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rtl I —Safety Information available from Truss Plate Institule,218 N.Lee Street,Sutte 312,Alezantlna,VA 22314. I Chesterfeld,MO 63017