10015 MONTANA RD 2016-09-21 - Laserfiche WebLink

Job Truss Truss Type Qty Ply TCPB Stock AG7 GL f��C)F— {2" I1 16006659 TCPBAG7 T24 QUEENPOST 1 1 Job Reference(optional) ` ProBuild Arlington,Adington,WA 98223,Jim Stanford 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Oct 09 15:40:34 2012 Page 1 I D:U_QkL9ySbLsm8VFTPVmYPJzkD4y-cHe9F951?60CCYld6r6z4aY6VD3EwOxefbdk%nyVSux 0-a0 7-6-14 12-0-0 1s-5-2 + 24�o a 7-6-14 4-5-2 4-5-2 7-6-14 ' Scale=1:40.5 5x6 11 4.00 F12 3x4 3x4 2 4 1 5 a to 4x10 = 6 4x10 = 7x10 MT18H= 0-0-0 0-ao 12-0-0 24-0-0 12-0-0 12-0-0 Plate Offsets(X Y): [1�0-0-0.0-0-41,[5:Edge 0-0-41 LOADING(psf) SPACING 7-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.30 1-6 >952 240 MT20 185/148 TCDL 5.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.49 1-6 >574 180 MT18H 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.99 HOrz(TL) 0.15 5 n/a n/a BCDL 1.0 Code IBC2009/TPI2007 (Matrix) Weight:1031b FT=20% LUMBER BRACING TOP CHORD 2 X 6 DF 240OF 2.0E TOP CHORD 2-0-0 oc purlins(3-2-6 max.). BOT CHORD 2 X 4 DF 240OF 2.0E BOT CHORD 9-0-0 oc bracing:1-5 WEBS 2 X 4 HF Stud/Std JOINTS 1 Brace at Jt(s):3 THIS DRAWING ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING REACTIONS (Ib/size) 1=2554/0-5-8 (min.0-4-3),5=2554/0-5-8 (min.0-4-3) SHOWN.DUE TO THE WIDE SPACING OF THE TRUSSES,SPECIAL CONSIDERATIONS MUST BE Max Horz 1=-11O(LC 3) GIVEN IN THIS AREA.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER/ARCHITECT Max Uplift1=-408(LC 4),5=-408(LC 5) TO SPECIFY PROPER BRACING SIZE AND ATTACHMENT. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5685/898,2-3=-4117/642,3-4=-4117/642,4-5=-5685/899 BOT CHORD 1-6=-807/5183,5-6=-703/5183 WEBS 2-6=-1771/479,3-6=-256/1709,4-6=-1771/481 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=5.Opsf;BCDL=1.Opsf,h=25ft;Cat.I;Exp B;enclosed;MWFRS(low-rise)gable end zone;Lumber DOL=1.33 plate grip DOL=1.33 (Actual dead loads used per ANSI/TPI 1—2002 section 6.2.1.3) 3)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 408 Ib uplift at joint 1 and 408 Ib uplift at joint 5. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ) 1 LOAD CASE(S) Standard Plan Check No.: B1309-018 Job Address: 10015 MONTANA RD Owner: SPIDELL FARRON 0 Tenant: [TenName] Application Date: 9/12/2013 - Proposed Use: Type of work: NEW DETACHED GARAGE Office Set Job Ser Fire/Planning Set__ Reviewed For Permit: Date:V By:--- October 9,2012 ® WARNING-Vedy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11)before use.Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability 2?1 of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraintdesignations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability dudng construction is the responsibilityof the installer.Additional permanent building stability bracing ofthe overall structureis the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage,delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from CONSULTIN{iw LLC SBCA at www.sbrindustry.com.