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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />Dupont <br />T20455622 <br />772591-X <br />A4 <br />Hip <br />1 <br />1 <br />Job Reference (optional) <br />American Builder Supply, Sanford, FL 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:48:44 2020 Page 1 <br />10: RWGiORDIF509gYXBdOupOozidd5-7nRrbkU98Q8WuAct1 JJAmC 1 pdEAXCxOnd7h?poz7?tn <br />-Z-O-q 7-6-0 15-0-0 19-0-0 23-8.0 31-2-0 _ _ _ 38-8-0 3"_ <br />-0-0 7T -0 7-&0 4-4-0 4-4-0 7-6 0 7 6 0 -0-0 <br />Scale = 1:71.2 <br />5.o0 12 <br />5x8 = 2x4 II 5x8 = <br />4 22 5 23 6 <br />lS zo zr 12 zan za I <br />5x8 = 3x8 = 4x6 = 3x4 = <br />US = <br />LOADING (psf) <br />TCLL 20.0 <br />TCDL 7.0 <br />BCLL 0.0 <br />BCDL 10.0 <br />SPACING- 2-0-0 <br />Plate Grip DOL 1.25 <br />Lumber DOL 1.25 <br />Rep Stress Incr YES <br />Code FBC2017/TP12014 <br />CS1. <br />TC 0.73 <br />BC 0.95 <br />WB 0.44 <br />Matrix -AS <br />DEFL. in (loc) I/deft Lid <br />Vert(LL) -0.32 12-13 >999 360 <br />Vert(CT) -0.58 12-13 >798 240 <br />Horz(CT) 0.13 8 n/a n/a <br />Wind(LL) 0.28 12 >999 240 <br />PLATES <br />MT20 <br />Weight: 188lb <br />LUMBER- <br />BRACING - <br />TOP CHORD 2x4 SP No.2 <br />TOP CHORD <br />Structural wood sheathing directly applied. <br />BOT CHORD 2x4 SP M 30 `Except' <br />BOT CHORD <br />Rigid ceiling directly applied. <br />11-13: 2x4 SP No.2 <br />WEBS 2x4 SP No.3 <br />REACTIONS. (size) 2=0-8-0, 8=0-8-0 <br />Max Horz 2=-248(LC 10) <br />Max Uplift 2=-716(LC 12), 8=716(LC 12) <br />Max Grav 2=1509(LC 17), 8=1509(LC 18) <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=3132/1874, 3-4=-2889/1758, 4-5=2228/1510, 5-6=-2228/1510, 6-7=2889/1758, <br />7-8=-3132/1874 <br />BOT CHORD 2-13=-1611/3026, 12-13= 1080/2209, 10-12=-1089/2091, 8-10=-1619/2840 <br />WEBS 3-13=-490/496, 4-13=-349/817, 4-12=105/408, 6-12=-105/409, 6-10=349/816, <br />7-10=-490/496 <br />NOTES- <br />1) Unbalanced roof live loads have been considered for this design. <br />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. <br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-10-6, Interior(1) 2-10-6 to 15-0-0, Exterior(2) 15.0-0 <br />to 20-5-10, Interior(1) 20-5-10 to 23-8-0, Exterior(2) 23-8-0 to 29-1-10, Interior(1) 29-1-10 to 39-8-0 zone;C-C for members and <br />forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 <br />3) Provide adequate drainage to prevent water ponding. <br />4) All plates are MT20 plates unless otherwise indicated. <br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />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 <br />will fit between the bottom chord and any other members, with BCDL = I O.Opsf. <br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) <br />2=716, 8=716. <br />8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum <br />sheetrock be applied directly to the bottom chord. <br />I�. <br />3x8 = <br />GRIP <br />244/190 <br />FT = 20% <br />,t411111111liq <br />31 <br />34869 <br />••�� * ACC <br />/1/111111j1 <br />Julius Lee PE No.34869 <br />MiTek USA, Inc. FL Cert 6634 <br />6904 Parke East Blvd. Tampa FL 33610 <br />Date: <br />June 12,2020 <br />®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. <br />. <br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />MiTek' <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMI Quality Criteria, DSB-89 and BCSI Bugling Component <br />6904 Parke East Blvd. <br />Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. <br />Tampa, FL 36610 <br />