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Job
<br />Truss
<br />Truss Type
<br />Oily
<br />Ply
<br />T30641483
<br />TTH126-132
<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:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />18-2-6 24-9-10 30-7-13 36-6-0 43-0-0 4p-0-0
<br />1-0 0 6 6 0 5-10-3 5-10-3 6-7-3 5-10-3 5-10-3 616
<br />5.00 12
<br />5x6 =
<br />6 20
<br />5x8 =
<br />721
<br />Scale = 1:75.2
<br />3x8 = „' "' 11 .r 16 11 15 - `o 41 10 3x8 =
<br />3x4 =
<br />4x6 = 3x8 =
<br />3x4 = 4x6
<br />3x4 =
<br />Plate Offsets (X,Y)—[2:0-4-2,0-1-81,[6:0-3-0,0-2-41,[7:0-5-12,0-2-81,[11:0-4-2,0-1-81
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/deft Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.84
<br />Vert(LL)
<br />-0.40 13-15 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.98
<br />Vert(CT)
<br />-0.70 13-15 >733 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.99
<br />Horz(CT)
<br />0.20 11 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 223 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD 2x4 SP No.1 'Except'
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing, Except:
<br />14-17: 2x4 SP No.2
<br />5-8-0 oc bracing: 15-16.
<br />WEBS 2x4 SP No.3
<br />WEBS
<br />1 Row at midpt 7-16
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=254(1-C 10)
<br />Max Uplift 2=-943(LC 12), 11=943(LC 12)
<br />Max Grav 2=1872(LC 17), 11=1876(LC 18)
<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 />Il; 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 />This item has been
<br />plate grip DOL=1.60
<br />electronically signed and
<br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck
<br />sealed by Velez, Joaquin, PE
<br />to the use of this truss component.
<br />4) Provide adequate drainage to prevent water ponding.
<br />using a Digital Signature.
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />Printed Copies of this
<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 />document are not considered
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />signed and sealed and the
<br />7) id' mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2 and 943 lb uplift at
<br />signature must be verified
<br />joint
<br />8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />on any electronic copies.
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />J..gala bete. PE 1ce.69182
<br />.101e1k roc. DBA VD7ek USA FL Cem 6634
<br />160LI Swiegley Ridge Rd.
<br />Cae.terfield, MO 63017
<br />D.re:
<br />May 25,2023
<br />WARNING - Verify 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T
<br />ek
<br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi I
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVM1 Quality Cdferra, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd
<br />Sarety IMonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017
<br />
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