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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T31683334 <br />TTH81-89 <br />V07 <br />GABLE <br />1 <br />1 <br />Job Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, <br />d <br />d <br />8.630 s Aug 30 2023 MiTek Industries, Inc. Wed Sep 27 10:36:18 2023 Page 1 <br />I D: tPuYCeVfQTfYt3OC?ZvfnpzlG U H-RfC?P sB7OHg3NSgPgn L8w3u ITXbGK WrC Doi7J4zJ C?f <br />14-7-8 <br />TRUSS DESIGNED FOR WIND LOADS IN THE PLANE Scale = 1.23.7 <br />4x4 — OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND <br />(NORMAL TO THE FACE), SEE STANDARD INDUSTRY <br />GABLE END DETAILS AS APPLICABLE, OR CONSULT <br />t QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. <br />3x4 f- 16 15 14 13 12 11 10 3x4 <br />LOADING (psf) <br />SPACING- <br />2-0-0 <br />CSI. <br />TCLL <br />20.0 <br />Plate Grip DOL <br />1.25 <br />TC 0.09 <br />TCDL <br />7.0 <br />Lumber DOL <br />1.25 <br />BC 0.08 <br />BCLL <br />0.0 <br />Rep Stress Incr <br />YES <br />WB 0.07 <br />BCDL <br />10.0 <br />Code FBC2020ITP12014 <br />Matrix-SH <br />DEFL. in (loc) I/deft L/d PLATES GRIP <br />Vert(LL) n/a n/a 999 MT20 244/190 <br />Vert(CT) n/a n/a 999 <br />Horz(CT) 0.00 9 n/a file <br />Weight: 64 lb FT = 20% <br />LUMBER- BRACING - <br />TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. <br />BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />OTHERS 2x4 SIP No.3 <br />REACTIONS. All bearings 14-7-8. <br />(lb) - Max Horz 1=112(LC 11) <br />Max Uplift All uplift 100 lbor less atjoint(s) 1, 9, 14, 15, 12, 11 except 16=146(LC 12), 10=146(1_C 12) <br />Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 <br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. <br />NOTES- (9) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. <br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-3-12, Exterior(2R) 7-3-12 <br />to 10-3-12, Interior(1) 10-3-12 to 13-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for <br />members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 <br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific <br />to the use of this truss component. <br />4) All plates are 2x4 MT20 unless otherwise indicated. <br />5) Gable requires continuous bottom chord bearing. <br />6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />7) . 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. <br />8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14, 15, 12, <br />This item has been <br />11 except Qt=lb) 16=146,10=146. <br />electronically signed and <br />9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any <br />sealed by Velez, Joaquin, PE <br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." <br />using a Digital Signature. <br />Printed copies of this <br />document are not considered <br />signed and sealed and the <br />signature must be verified <br />on any electronic copies. <br />Joaquin Velez PE N..65182 <br />1111ek 1ua. DBA NUI-ek USA FL Cem 6634 <br />16023 Swiugley Ridge Rd. <br />Chesterfield, MO 63017 <br />Date: <br />September 28,2023 <br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE. <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 />i <br />�� <br />�� <br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 />is always required for stability and to prevent collapse with possible personal injury and gropedamagge. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see A SUTr 1 Quathy Criteria and OSB-22 available from Truss Plate Institute (www.tpmst.org) <br />16023 Swingley Ridge Rd. <br />Chesterfield, MO 63017 <br />and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) <br />314.434.1200 / MiTek-US.com <br />