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Job Truss Truss Type Qty Ply MAINTENANCE BLDG T13144393 J18-0171 A02 Common 7 1 Job Reference o tional DJ Trussses Unlimited,Inc., Lakeland,FL 33803 8.130 s Sep 15 2017 MTek Industries,Inc. Mon Feb 513:11:28 2018 Page 1 I D:TQx5ASkhXSeMXg7S4sYyMKzsYKk-Uca8sg6t79wMcmtSSlwKSgftRG2Cbs95BieocNzoAgT 95-D 1-0 0 5 1 6 13 8 10 18-10-0 19-10-0, 1-0-0 5-1.6 4-3-10 Mil 5 1 6 Scale=1:33.4 4x4= 4 4,00 12 r�'f 2x4 16 "� 17 2x4 3 5 0 `4 16 �15 2 B 7 N e e 8 e 9 4x4= 6x14 MT18HS= 3x4 = 9-5-0 18-1.0A i 9-5-0 95-0 Plate Offsets X{ Y)— j2:0-2-6 Edoel (6:0-1-6 Edgel f8:0-3.8 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) -0.17 8-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Be 0.90 Vert(CT) -0.38 8-11 >593 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MS Wind(LL) 0.05 8-11 >999 240 Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=813/0.8-0,6=813/0-8-0 Max Harz 2=42(LC 11) Max Uplift 2-104(LC 12),6=104(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-1735/465,3-4=1239/297,4-5=1344/302,5-6-17561447 BOT CHORD 2-8-370/1634,6-8=376/1649 WEBS 4-8-35/577,5.8=-472/217,3-8-549/225 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsfi h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-5-0,Extenor(2)9-5-0 to 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip bOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(it=lb) This item has been 2=104,6=104. electronically signed and sealed by Albani,Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas/L Alban!PE No.383 6 MITek USA ino;FL Cert 0634 W 4 Parke East 11W.rempa FL Will Date; February 5,2018 ®,WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0=015 BEFORE USE. ' Design valid for use only with M7ek*connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall p�-p� building design.Bracing Indicated is Wprevent buckling of individual truss web andfor chord members only.Additional temporary and permanent bracing ItlEt lP�- Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610