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7FLA
<br /> TrussThus Type Qq 488872:li eesmLAE Floor 2
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<br /> Job Reference
<br /> Lkft Truss Company,Wirsled,UN,. 8.130 s Oct 25
<br /> 2017 WTek Industries,Inr:Wed Jen 241021:48 2018 Page 1
<br /> tD-AVgLelzmK_QsXN8v2L&AlfyLbKaTim?fewgGVLwQ?xkgS gwrvT9GN PPioWHKCQwzsARX
<br /> 0-1-8
<br /> Hr, 2-4-12 1 4r7--0i 1�1 —13f1 2-" -4-1 0-11I-8
<br /> Scale=1:50.3
<br /> REPAIR:
<br /> REMOVE SECTION OF TRUSS SHOWN
<br /> 2.0.0 1-7-4 1 4 0
<br /> 1.5x4 II 3x8= 1.5x4 N
<br /> 1.54= 1.5x4 11 1.5x4 II 3x4 lir FP= 1.514 II 1. 11 1.5X1 =
<br /> Jt 1 2 3 4 5 6 7 8 9 1 �1 1 4 15
<br /> Z7 31 •3220
<br /> i• 1�
<br /> 29 11
<br /> 25 24 23 22 21 9 18 17 18
<br /> 1.5x4 I I 3xB= 3x6 FP= BEARINGWit 3h6=
<br /> 17-7-4 3-"
<br /> INSTALL DOUBLE 4X2 a ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)
<br /> SPF/DF/SP NO.2 TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROY OF
<br /> BLOCKING AS SHOWN. (0.131"X 2.5-)NAILS SPACED 2.O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
<br /> i 12-13-8 17-8-8 22-7-8 28-11.0
<br /> 28-11-0
<br /> Plate Onsets MM— WEdge.0-0-121.13:0-1-0.Edgej.117:0-1-8.Edael 118:0.1-8.Edagl 174:0-1-8 Edaej (32•n-3-8 0-8-101
<br /> LOADING(psp SPACING- 1-7-3 CS1. DEFL. in (loc) Well Ud PLATES GRIP
<br /> TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.1124-25 >999 480 MT20 197/144
<br /> TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.20 24-25 >762 240
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(rL) 0.04 16 n/a n/a
<br /> BCDL 5.0 Code MNSRC2015/TPI2007 Matrix SH Weight:131 lb FT=20%F,11%E
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 DF I SWF 1.6E(Nat) TOP CHORD Structural wood sheathing directly applied or 640-0 oc purtins, except
<br /> BOT CHORD 2x4 DF 180OF 1.SE(flat) end verticals.
<br /> WEBS 2x4 DF Std or 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except:
<br /> REACTIONS. AN bearings 0.5-8 except at--length)19 -3-8,20=D-3-8. 8-0-0 oc bracing:20-22,18-19.
<br /> (lb)- Max Uplift AN uplift 100 Nt or less at joint(s)20
<br /> Max Grav All reactions 250 lb or less at joint(s)20 except 26=509(LC 6),
<br /> 22=938(LC 1),16=326(LC 1),19=331(LC 1)
<br /> FORCES. (1b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown
<br /> TOP CHORD 2-3=1109/0,3-4=110910,4-5=49510,5.6=49510,6-7=0/415,7.8 /415,
<br /> 11-12=-384/0,12-13--384/0,13-14=384/0
<br /> BOT CHORD 25-26=0f768,24-25=0/1036,23-24=0/495,22-23=()/495,18-19=303/0,17-18=0/384,
<br /> 16-17 /417
<br /> WEBS 2-26=871/0,2-25 /391,4-24=842/0,6-22=108510,14-18=47110,8-22=4438/0,
<br /> 18-30=01781,12-18=280/0,19-30=363/0 I Hereby certify that this plan,speci-
<br /> fication,or report was prepared by
<br /> ) me or under my direct supervision
<br /> 1)Unbalanced Noor fire loads have been considered for this design. and that I am a duly Licensed Pro-
<br /> 2)All plates are 3x5 MT20 unless otherwise indicated. fessional er under laws
<br /> 3)WA of the ate of Minns
<br /> 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20.
<br /> 5)Recommend 2x6 strongbacks,on edge,spaced at 1040-0 oc and fastened to each truss with 3-10d(0.131'X 3)nab. Strongbacks to
<br /> be attached to walls at their outer ends or restrained by other means. STEVEN E.FOX
<br /> 6)CAUTION,Do not erect truss backwards.
<br /> 7)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to
<br /> exceed 19 percent
<br /> 8)It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1,Section 2.
<br /> DATE REG.N0.21980
<br /> January 24,2018
<br /> Q WA/b11NG-Vw*41105010 Peranseds=BREAD N07ES ON THIS AND arccUDED M7EK REFERENCE PAGE 1147473 rev.109]/2015 BEFORE USE
<br /> Design valid for use only with 1111Teidi eonnecios.This design is based only upon parameters shown,and is for an indhidual building compone rd,not
<br /> a toss syslern.Before use,The hawing destaer most verity the applicability of design parameters and property incerporate this design irro the overag ME
<br /> building design.Bracing indicated is b prevent buekig of individual truss web arWor chord members only.Additional temporary and permanent bracing
<br /> is MOWMOWalways required for star and to prevent collapse with possible personal k*ry and property damage.For general guidance regarding the
<br /> fabricalorn,storage,degvery,erection and bracing of trusses and truss system,see ANSVTPli Quality Criteria,DSB29 and SCSI Building Component 1823 0Swi gley Ridge Rd
<br /> 6afNy kntonita.. available Som Tans Plate Institute,218 N.Lee street,Suite 312,Alexandria,VA 22314. Chesledleld,YO 63017
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