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Job Truss Truss Type Qty Ply Dupont T20455620 772591-X A2 Hip 2 1 Job Reference (optional) American Builder Supply, Sanford, FL 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:48:42 2020 Page 1 I D: R WG iORD IF509gYXBdOupOozldd5-BOJ4A2SvcouofsS UwuG ihnyVN Q UOkv9UApCulvz7?tp 19-8-0 -1-0. 7-6-0 150.0 19-0-0 1 23•&0 31-2-0 38-8.0 & •0.0 7-i-0 7E0 4-0.0 4-0-0 74i0 7-6-0 -s0 0-4-o Scale = 1:71.2 5x6 = 5.00 12 Ia ro — 10 12 zo-,I tr iu 3x6 = 5x8 = 3x8 = 4x6 = 3x4 = 3x8 = 28-8-0 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 0.59 BC 0.95 WB 0.91 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.32 12-13 >999 360 Vert(CT) -0.59 12-13 >793 240 Horz(CT) 0.13 8 n/a n/a Wind(LL) 0.29 12 >999 240 PLATES GRIP MT20 2441190 Weight: 191 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. 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=312(LC 10) Max Uplift 2=-716(LC 12), 8=-716(LC 12) Max Grav 2=1501(LC 17), 8=1501(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All orces 250 (Ib) or less except when shown. TOP CHORD 2-3=3107/1692, 3-4=2868/1592, 4-5=1932/1249, 5-6=1932/1249, 6-7=2868/1593, 7-8=-3107/1692 BOT CHORD 2-13=-1421/3051, 12-13=-981/2251, 10-12=-992/2103, 8-10=-1431/2816 WEBS 3-13=-475/433, 4-13=-295/802, 4-12=729/554, 5-12=727/1255, 6-12=-729/554, 6-10=295/802, 7-10=-475/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. CE 2) 1GCp nd gust) I�Exp CS Encl., 0.18; MWFRS (directio and C-1C Exterior1-G-0 o 2- 0-6 2-10-6 too 119-4-0, Exterior(2) 19-4-0 1US (directional) (2) IMeriioor(1) ,��J+ • to 24-9-10, Interior(1) 24-9-10 to 39-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ,�� .•'� C E N S' •. V lC'••• grip DOL=1.60 `� �� 3) All plates are MT20 plates unless otherwise indicated. 34869 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live bads. " * •� 5) 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, with BCDL = 10.0psf. r- 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=716, 8=716. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be 0 •• �[/ � P 4oj,,�� sheetrock applied directly to the bottom chord. • R , 0 ��,�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTekW connectors. This design is based only upon parameters shown, and is for an individual building component, not Iff 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 MTek" 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 ANSYMI Quaity CrrMria, DSB88 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610