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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30641483
<br />TTH119-125
<br />T06
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Wed May 24 11:22:14 2023 Page 1
<br />ID: tP uYCeVfQTfYt30C?ZvfnpzlG U H-RfC?P5B70H g3NSgPgnL8w3u ITXbGK WrC Doi7J4zJC?f
<br />1 0 Q 6 6 0 12 4-3 18-2-6 24-9-10 30-7-13 36-6-0 43-0-0 44-0-p
<br />6E-0 5-10-3 5-10-3 6-7-3 5-10-3 5-10-3 6-6-0
<br />Sx6 =
<br />5.00 12
<br />6 20
<br />5x8 =
<br />721
<br />Scale = 1:75.2
<br />3x8 = o — — a 16 " 15 - — `r - 3x8 =
<br />3x4 = 4x6 = 3x8 =
<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 0.84
<br />TCDL
<br />7.0
<br />Lumber DOL
<br />1.25
<br />BC 0.98
<br />BCLL
<br />0.0 *
<br />Rep Stress Incr
<br />YES
<br />WB 0.99
<br />BCDL
<br />10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />LUMBER -
<br />TOP CHORD
<br />2x4 SP No.2
<br />BOT CHORD
<br />2x4 SP No.1 *Except*
<br />14-17: 2x4 SP No.2
<br />WEBS
<br />2x4 SP No.3
<br />REACTIONS.
<br />(size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=-254(LC 10)
<br />Max Uplift 2=-943(LC 12), 11=943(LC 12)
<br />Max Grav 2=1872(LC 17), 11=1876(LC 18)
<br />3x4 = 4x6
<br />3x4 =
<br />DEFL. in (loc) I/defl L/d PLATES GRIP
<br />Vert(LL) -0.40 13-15 >999 240 MT20 244/190
<br />Vert(CT) -0.70 13-15 >733 180
<br />Horz(CT) 0.20 11 n/a n/a
<br />Weight: 223 lb FT = 20%
<br />BRACING -
<br />TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins.
<br />BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except:
<br />5-8-0 oc bracing: 15-16.
<br />WEBS 1 Row at midpt 7-16
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3934/2082, 3-5=-3693/1963, 5-6=2723/1603, 6-7=2481/1552, 7-8=2733/1603,
<br />8-1 0=-3702/1963, 10-11 =-3943/2082
<br />BOT CHORD 2-18=-1800/3760, 16-18=-1470/3172, 15-16=-1093/2484, 13-15=1483/3010,
<br />11-13=-1813/3578
<br />WEBS 3-18=-333/332, 5-18=-192/687, 5-16=820/522, 6-16=-296/753, 7-15=-297/836,
<br />8-15=-820/522, 8-13=-192/687, 10-13=333/332
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vuk=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />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 18-2-6, Exterior(2R)
<br />18-2-6 to 24-3-6, Interior(1) 24-3-6 to 24-9-10, Exterior(2R) 24-9-10 to 30-7-13, Interior(1) 30-7-13 to 44-0-0 zone; cantilever left and
<br />right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
<br />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) Provide adequate drainage to prevent water ponding.
<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 = 10.Opsf.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2 and 943 lb uplift at
<br />joint 11.
<br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />I¢
<br />This item has been
<br />electronically signed and
<br />sealed by Velez, Joaquin, PE
<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 />Jouquiu Velez PE No.68182
<br />iDTek 1— DBA.MiTek USA FI. Cert 6634
<br />1602.i Svrludep Ridge Rd.
<br />Chesterfield. MO 63017
<br />D.tec
<br />May 25,2023
<br />A WARNING - Veny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 />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 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 ANSUTPIf Queft Criteria, DSB•89 and SCSI Building Component 16023 Swingley Ridge Rd
<br />Safetylnformstion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017
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