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Truss Truss Type City Ply �MAINTENANCE BLDG )171 A01 Common Supported Gable 1 1Job Reference(optional) ,sses Unlimited,Inc.,Lakeland,FL 33BO3,Michael Hasilo Run:8.130 s Oct 26 2017 Print:8.130 s Oct 26 2017 MiTek Industries,Inc. Wed Jan 24 17:23:18 2018 60-0-0 ID:TQx5ASkhXSeMXq?S4sYyMKzsYKk-bYOZkeTBDX3VHwTZtcRXmPEDOeDqPK—N7p' -1-0- 9-5-0 18-10-0 12--"1-0-0 9-5-0 9-5-0 1-6. scall 4x4 6 4.00[1-2 21 5 22 4 8 3T 9 20 23 T1 3T 2 1-1 r-1 I F-I F-I F-I 10 U tsl Lj U L-i Lj 3x4= 19 18 17 16 15 14 13 12 3x4 3x6 10-0-0 18-10-0 18-10-0 NG(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl L/d PLATES GRIP 20,0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 11 n/r 120 MT20 244/190 - 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 120 0.0 Rep Stress[nor YES WB 0.05 Horz(CT) 0.00 10 n/a n/a 10.0 Code FBC2017fTP12014 Matrix-S Weight:79 lb FT=20% BRACING- HORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. HORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Is 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. (IONS. All bearings 18-10-0. (Ib)- Max Horz 2=42(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,17,18,19,14,13,12,10 Max Grav All reactions 250 lb or less at joints)2,16,17,18,14,13,10 except 19=261(LC 21),12=261(LC 22) .S. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. alanced roof live loads have been considered for this design. d:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp B;Encl.,GCpi=0.18;.MWFRS(directional)and C-C ier{3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-5-0,Comer(3)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 :tIons shown;Lumber DOL=1.60 plate grip DOL=1.60 ss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified ling designer as per ANSVI-P 11. date's are 2x4 MT20 unless otherwise Indicated. le requires continuous bottom chord bearing. le studs spaced at 2-0-0 oc. truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. ,ide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,17,18,19,14,13,12,10.