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r i Job Truss Truss Type Qty Ply PACIFIC NORTHWEST WOODWORKS R54251092 J172979 T04-R Common 13 1 Job Reference.(optional) Louws Truss,Inc.,Ferndale,WA 98248 8.010 s Aug 142017 MiTek Industries,Inc.Fri May 25 16:18:08 2018 Page 1 ID:7s_xYQsW1vcEXje6YTESWhy8kDm-xFL7ezp2Eya9T1ZnDGFg5dpYCTT3U9D8rYUvsfzCtdD I -2-0-0 i 5-4-14 10-0-0 I 14-7-2 I20-0-0 1 22-0-0 2-0-0 5-4-14 4-7-2 4-7-2 5-0.14 2-0-0 Scale=1:39.4 4-0-0 4x4 = / - 4 4.0012 2x4 11 / 12 1x4% 3 / 5 ro M / 10 13 2 / 6 N + + + + + + + .-Ill �' 7 Ire 1 o �j 3x4 = Z 8 Conn.1751(Ib) new bearing location 5x7 — 3x4 I 2-0-0 10-0-0 I 20-0-0 I 2-0-0 8-0-0 10-0-0 REPAIR: CANTILEVER TRUSS AS SHOWN. INSTALL 2 X 4 DF NO.2ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) CUT TO FIT TIGHT. TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 8'S AND LARGER-4 ROWS:SPACED 1 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. Plate Offsets(X.Y)-- [6:0-3-14.0-1-8] [8:0-3-8.0-3-0] _ LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.17 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.32 6-8 >652 180 BCLL 0.0 Rep Stress Ina YES W8 0.34 Horz(CT) 0.03 6 n/a n/a BCDL 8.0 Code IBC2015/TP12014 Matrix-SH Weight:84 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Sheathed or 5-0-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 REACTIONS. (lb/size) 6=821/0-5-8,9=1031/0-5-8 Max Horz9=48(LC 14) Max Uplift6=-132(LC 11),9=-178(LC 10) Max Grav6=837(LC 22),9=1031(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-545/952,3-10=-533/973,3-11=-936/51,4-11=-883/62,4-12=-883/55, 5-12=-936/46,5-13=-1433/150,6-13=-1480/137 BOT CHORD 2-9=-917/566,8-9=-53/764,6-8=-91/1351 WEBS 4-8=0/355,5-8=-574/150,3-8=-49/258,3-9=-1751/515 NOTES- 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-2-0-0 to 1-7-3,Interior(1)1-7-3 to 10-0-0,Exterior(2)10-0-0 to 13-7-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 OR.12I4 3)Unbalanced snow loads have been considered for this design. A4. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4 Gf � non-concurrent with other live loads. a , -+ O 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the .• ,, �!` 4 p responsibility of the fabricator to increase plate sizes to account for these factors. 6)All additional member connections shall be provided by others for forces as indicated. '" ! 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 17r 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will vil fit between the bottom chord and any other members. 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=132, 'On '� 0!ST+ LOAD CASE(S) Standard May 25,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut " / Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not (,...0 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall7L building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTeIC is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610