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Job russ Truss Type Ply Dupont T20455627 772591-X A9 Hip �Qty 1 1 Job Reference (optional) American Builder Supply, Sanford, FL 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:48:51 2020 Page 1 ID: RWGiORDiF509gYXBdOupOozldd5-yxo6mYwjGugc5300ZQa?THspeDucZpf?38J 1 Qz7?th 7.6-0 15-0-0 17 23-8-0 31-2-0 38$-0 3 0-0 72-0 7-6 0 2 0 0 4 6A 2-0.0 7-6-0 7-6-0 0-0 Scale = 1:71.2 3x6 = 10-0-0 5.00 12 5x8 = 3x4 i 5x6 = 5x6 = 3x4 6 7 7x8 = 4x6 = 3x4 = 3x8 = 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/TPI2014 CSI. TC 0.62 BC 0.95 WB 0.80 Matrix -AS DEFL. Vert(ILL) Vert(CT) Horz(CT) Wtnd(LL) in (Joe) Udefl Lid -0.32 13-14 >999 360 -0.58 13-14 >801 240 0.13 9 rile n/a 0.28 13 >999 240 PLATES GRIP MT20 244/190 Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 "Except` BOT CHORD Rigid ceiling directly applied. 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-279(LC 10) Max Uplift 2=716(1_C 12), 9=716(LC 12) Max Grav 2=1506(LC 17), 9=1506(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3123/1806, 3-4=-2883/1704, 4-5=1933/1326, 5-6=1952/1342, 6-7=1933/1326, 7-8=2883/1704, 8-9=-3123/1806 BOTCHORD 2-14=-1545/3041, 13-14=-1079/2237, 11-13=-1087/2100, 9-11=-1553/2831 WEBS 3-14=-478/443, 4-14=-300/805, 4-13=726/589, 5-13=-3981662, 7-11=-299/804, 8-11=-478/443, 7-13=727/589, 6-113=398/663 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. II; 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 17-0-0. Exterior(2) 17-0-0 to 27-1-10, Interior(1) 27-1-10 to 39-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 Tit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and 716 lb uplift at joint 9. 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. I1/11111/1�� pous GENS• ..�40 No 34869 �� • IA,�L,�l.a 11 Q � Julius Loa PE No.34869 MiTek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 AWARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® 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 property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI Qu&ft CNfarla, DS849 and SCSI BulkUng Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610