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• � .�._,....J I ROOF DC Roof Special 1 7 li I _�__ �� (Job Reference(op6onaD Litifin Truss Company,VNnsted,MN,. �� 8.730 s Oct 26 2017 MiTek Indushies,Inc. Mon Dec 4 13:17�02 2017 Page 1 I D:_kBXcgo3MnH4xt 6zeXAhpwyQACX-fVd8sP7E?H8sUaeFn7HGrPHwOfjMYaGOhPnmkqCKnF 5-7-7 10-10-14 16-2-5 23-7-7 26�-12 5-7-7 53-7 5-3-7 7-52 2-9-5 4x8 I I Scale=1:46.6 REPAIR: � STUB RIGHT END 4-9-10 3 7.0o iz 14 15 i LSx4 \\ �3 �s 1.5 // 2 4 ��O � p q� 16"X 32" 2_�_� ol �� ml i z �i i 4n9 // 5 1 � - o �. .- . � r ,� N :�_ ' v i �--y--� _ ..__-._-_. . __.._.. ._ . .._ .__.... ...... _...__ ....1 Y 1 . _.. .___ _.._...._. a t O 9 8 � 10 g sxa I I axiz - 3�s= GUSSET MAY BE TRIMMED sxe = TIGHT TO SINGLE PLY HANGER CUT WEB JUST BEYOND CONNECTOR PLATES AT ITS END. THE JOINT MUST REMAIN UNDISTURBED. '.,�I ATTACH 1/2"PLYWOOD OR OSB GUSSET(15132"RATED SHEATHING 32/16 EXP 1) �_ ` INSTALL 2 X 4 SPF/DF/SP N0.2 ��t J TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: CUT TO FIT TIGHT. -�' 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. i 7-0-5 149-7 _�_ 23-7-7 26-4-12 , i ____ -_-__ 26-4-12 Plate Offsets(X,l�_ f 1 0-4-4 0-1 2 �_o-z-iz.az-oj �a:a2-so-ai2L----- __ _ --- - _____ __-- -___. __ _ ___ _- - -- -- -- __. - _---- - LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 38.5 plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.05 9-70 >999 240 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.14 7-9 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 Code IBC2012lTPI2007 Matrix-MSH Weight:126 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.t/No2'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except 3-5:2x4 SP 2850F 2.3E end verticals. BOT CHORD 2x4 DF No2 or 2x4 DF-N No.1/No2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8:2x4 DF 1800F 1.6E WEBS 1 Row at midpt 4-6 WEBS 2u3 SPF Stud'ExcepY MiTek recommends that Stabitizers and required cross bracing 3-9,3-7,7-11:2x4 DF Std or 2x4 SPF Stud, :2u4 DF 1800F 1.6E be installed during truss erection,in accordance with Stabilizer 1-10,5-6:2x4 DF No.2 or 2x4 DF-N No.1INo.2,46:2x4 SPF No.2 Installation guide. REACTIONS. (Ib/size) 10=1356/Mechanical,6=1356/Mechanical Max Horz 10=221(LC 13) Max UpIift10=-86(LC 14),6=-86(LC 14) FORCES. (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1490/156,2-3=-1344/233,3-4=-1327/232,1-10=-1292/154,5�=-281/91 BOT CHORD 7-9=-44/862,6-7=-103/1056 WEBS 1-9=-81/1154,2-9=-639/176,3-9=-72/474,3-7=-71/449,4-7=-268/162,4-6=-1420/108 I Hereb certi that this lan, NOTES- (10-12) y fy p speci• 1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)Vasd=9lmph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;8=45ft;L=26ft;eave=4ft;Cat.II; ficatan,or report was prepared by Exp C;enclosed;MWFRS(directional)and C-C Euterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-1Q14,Exterior(2)10-10-14 to me or under my direct supervision 13-10-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for and that I am a duly Licensed Pro- readions shown;Lumber DOL=1.60 plate grip DOL=1.60 fes,iona eer under e laws 2)TCLL:ASCE 7-10;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 of th fate ot Minn a. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)N/A STEVEN E.FOX 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanicat connection(by others)of truss to bearing plate capable of withstanding 86 Ib uplift atjoint 10 and 86 Ib uplift atjoint g. DATE REG.NO.21980 9)N/A 10)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to December 4,2��7 11) is the responsibility of the engineer of record to determine the suitabili�y of this component for this pro ect per ANSI/TPI 1 Sedion 2. �� WARNING-Verly design psrameters antl READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 rev.�0/03/Y015 BEFORE USE`. �� Design valid for use only vnth MiTek�connectors.This design is based only upon parameters shown,and is tor an individual building component,not a truss system.Before use,the building designer must venfy the applicabiliry of design parameters and propedy incorporate Mis desiqn into the overall building design. Bracing Indfcated is to prevent buckling of individual wss v✓eb and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property Aamage. For general guidance regarding the