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Job Truss Truss Type Oty Ply Dupont T20455624 772591-X A6 Hip 1 1 Job Reference tional American Builder Supply, Sanford, FL 8.330 s May 6 2020 MTek Industries, Inc. Fri Jun 12 13:48:47 2020 Page 1 ID: RWGiORDIF509gYXBdOupOozldd5-YM6zDm W2RLW5ldKSiRstOgfKtRHPPJMDJ5wf07z7?tk 1 7 6 0 11-0-0 16-10-8 21-9-8 27-8-0 31-2-0 38.8-0 3 8- 0.0 7-6-0 3-6-0 5-10-8 4-11-0 5-10-8 3 6 0 7-6.0 0 0 5.00 12 3x8 = 5x6 = 5x8 = 3x4 = 5x6 = 4 23 524 625 26 7 14 13 12 11 5x8 = 3x4 = 46 = 3x8 = 3x8 = Scale = 1:69.9 = 4 J I6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.73 BC 0.62 WB 0.34 Matrix -AS DEFL. in (loc) I/defl Lid Vert(LL) -0.26 13 >999 360 Vert(CT) -0.52 11-13 >898 240 Horz(CT) 0.14 9 n/a We Wind(LL) 0.34 13 >999 240 PLATES GRIP MT20 244/190 Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-14, 6-11 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-186(LC 10) Max Uplift 2=716(LC 12), 9=716(LC 12) Max Grav 2=1485(LC 1), 9=1485(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3056/1902, 3-4=-2831/1792, 4-5=2378/1599, 5-6=2999/1904, 6-7=2374/1598, 7-8=2835/1795, 8-9=-3057/1902 BOT CHORD 2-14=1625/2779, 13-14=-1608/2953, 11-13=1609/2953, 9-11 =1 63312780 WEBS 3-14=-384/413, 4-14=-454/883, 5-14=809/491, 6-11=-812/493, 7-11=-456/886, 8-11=-383/412 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=58ft; L=39ft; eave=5ft; Cat. r139 and11 27 rExtenor(2) C�",' to 16 5 10Elntetior(1) 6 5 10 to 8 O 27 8 0 to 33 1r10, Intenor(1) 33 16110 t 8 0 zone C-C1fo0r members ��)\"tus E •• �i� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� ••',G IV S+ F•••• 3) Provide adequate drainage to prevent water ponding. �� V • 4) All plates are MT20 plates unless otherwise indicated. ' 34869 •� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` * * ,. 6) ' This 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (it --lb) r 2=716, 9=716. - 144 Z 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 P i��';� ,• • R , ��,�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 a WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MiTekel 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiT@k` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLIMI Quality Criteria, DS849 and SCSI Bu9ddng Component 6904 Parke East Blvd. SahtylMormst/on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610