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Truss Truss Type city Ply MAINTENANCE BLDG <br /> )17 1 . I A02 Common 7 1 Job Reference(optional) - <br /> ;sses Unlimited,Inc.,Lakeland,FL 33803,Michael Hasilo Run:8.130 s Oct 26 2017 Print:8.130 s Oct 26 2017 Mi7ek Industries,Inc. Wed Jan 24 17:23:19 2018 <br /> ID:TQx5ASkhXSeMXq?S4sYyMKzsYKk-3kyyy_Up_qBMv421RJymJcnHEI NLqF <br /> -1-0-60-0-0 �413\ <br /> 1 5-1-6 9-5-0 13-8-10 18-10-0 4 <br /> 1-0-0 5-1-6 4-3-10 4-3-10 5-1-6 1-0. <br /> Seek <br /> 4x4 <br /> 4 <br /> 4.00 F1-2 16 17 <br /> 2x4 2x4 <br /> W2 <br /> 15 <br /> 2 6 <br /> 01 E32 <br /> 6x14MT18HS= <br /> 44= 3x4 <br /> 10-0-0 10-0-0 <br /> 9-5-0 18-10-0 <br /> 9-5-0 9-5-0 <br /> Xsets(X,Y)-- 12:0-2-6,Edgel,[6:0-1-6,Edgel,[8:0-3-8,0-3-41 <br /> NG(psQ SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Ud PLATES GRIP <br /> 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.17 8-11 >999 360 MT20 244/190 <br /> 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 8-11 >593 240 MT1 8HS 244/190 <br /> 0.0 Rep Stress Iner YES WB 0.24 Horz(CT) 0.05 6 n/a n1a <br /> 10.0 Code FBC20171rP12014 Matrix-MS Wind(ILL) 0.05 8-11 >999 240 Weight:79 Ito FT=20% <br /> BRACING- <br /> HORD Nit SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. <br /> HORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. <br /> 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss <br /> erection,in accordance with Stabilizer Installation clulde. <br /> (IONS. (lb/size) 2=813/0-8-0 (min.0-1-8),6=813/0-8-0 (min.0-1-8) <br /> Max Horz 2=42(LC 11) <br /> Max Uplift2=-1 04(LC 12),6=-11 04(LC 12) <br /> 'S.. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. <br /> HORD 2-15=-1735/44613-15=-1721/455,3-16=-1239/289,4-16=-1191/297,4-17=-1297/302,5-17=-1344/294,5-18=-1739/447, <br /> 6-18=-1756/437 <br /> HORD 2-8=370/1634,6-8=-376/1649 <br /> 4-8=-35/577,5.8=472/2117,3.8=-549/225 <br /> alanced roof live loads have been considered for this design. <br /> J:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2pst;BCDL=6.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat.It;Exic 13;Encl.,GCpi=0.18;MWFRS(directional)and C-C <br /> irio*)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-5-0,Exterior(2)9-5-0 to 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for <br /> .tions shown;Lumber DOL=1.60 plate grip DOL=11,60 <br /> ,fates are MT20 plates unless otherwise Indicated. <br /> truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. <br /> is truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. <br /> tide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1 04,6=1 04. <br />