6148-6178 Daerr Ridge St (2) - Laserfiche WebLink

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Job Truss Truss Type Dty Ply T32315711 TTH133-140 T10 Common 32 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.730 s Nov 13 2023 MiTek Industries, Inc. Fri Dec 813:48:19 2023 Page 1 ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-ZxLlqueNf_nPsLvNgHGWH1 DCbI_3VTAyvl74gpyB?xw -1-0-Q 7-7-3 14±-10 21-6-0 28-5-6 35-4-13 43-0-0 4,4-0-Q -0- 7-7-3 6-11� 6-11-6 6-11-6 6-11-6 7-7-3 -0- 5x6 = 5.00 F12 Scale = 1:72.2 3x8 = it cc io -ram cv co w - co ci ,a 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 17-3-15 25-8-1 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER. TOP CHORD 2x4 SP No.2 *Except* 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=298(LC 11) Max Uplift 2=-943(LC 12), 10=-943(LC 12) Max Grav 2=1885(LC 17), 10=1885(LC 18) 3x4 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.91 Vert(LL) -0.40 14-15 >999 240 MT20 244/190 BC 0.92 Veri(CT) -0.68 14-15 >751 180 WB 0.99 Horz(CT) 0.18 10 n/a n/a Matrix-SH Weight: 218 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3931/2002, 3-5=-3802/2010, 5-6=-2890/1661, 6-7=-2890/1661, 7-9=-3802/2010, 9-10=-3932/2002 BOT CHORD 2-17=-1708/3783, 15-17=-1306/3020, 14-15=-850/2218, 12-14=-1307/2872, 10-12=-1708/3560 WEBS 6-14=-520/1153, 7-14=-763/574, 7-12=-392/909, 9-12=-362/365, 6-15=-520/1153, 5-15=-763/574, 5-17=-392/908, 3-17=362/365 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-3-10, Interior(1) 3-3-10 to 21-6-0, Exterior(2R) 21-6-0 to 25-9-10, Interior(1) 25-9-10 to 44-0-0 zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=943,10=943. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 3oegw. Yelez PE Ne.69122 NIIek tar- DBA YDIek USA tL Cer1 6634 16071 %wtal ley Ridge Rd. CYrrterrield. S70 63017 Da1r: December 11,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. I �� o 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 verity 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 is always required for stability and to prevent collapse with possible personal injury and ppropeerrtyry damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1 PII Quality Criteria and Ks-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls.com) 314.434.1200 / MiTek-US.com