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Job
<br />Truss
<br />Type
<br />Qty
<br />Ply
<br />F
<br />T30641477
<br />TTH126-132
<br />T02
<br />2
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MTek Industries, Inc. Wed May 2411:22:07 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br />-�1-0-Q 5-1-7 8-7-3 15-1-10 21-6-0 27-10-6 34-4-13 37-10-9 43-0-0 4,4-0-p
<br />i-0-d 5-1-7 3 5 12 6-6-7 1-41 64-6 61i 7 3-5-12 + 5-1-7 -0
<br />Scale = 1:73.6
<br />3x4 =
<br />Sx6 =
<br />5.00 12 3x4 = 4x6 — 3x4 = 5x6 =
<br />4 21 522 23 6 7 24 825 26 9
<br />A
<br />2 Io
<br />5x8 = 18 17 16 15 14 13 5x8 =
<br />4x8 = 6x8 = 4x4 = 4x4 = 6x8 = 4x8 =
<br />8-7-3 17-7-10 254-6
<br />34-4-13 43-0-0
<br />8-7-3 9-0-7 7-8-12
<br />9-0-7 8-7-3
<br />Plate Offsets (X,Y)— [2:0-4-0,Edgel, [4:0-3-0,0-2-41, [7:0-3-0,Edgel, [9:0-3-0,0-2-41, [11:0-4-0,Edgel
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) Vdefl Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.77
<br />Vert(LL)
<br />0.63 15-16 >811 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.82
<br />Vert(CT)
<br />-0.87 15-16 >591 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.47
<br />Horz(CT)
<br />0.18 11 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 239 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 TOP CHORD
<br />Structural wood sheathing directly applied or 2-2-0 oc purlins.
<br />BOT CHORD 2x6 SP No.2 BOT CHORD
<br />Rigid ceiling directly applied or 4-6-14 oc bracing.
<br />WEBS 2x4 SP No.3 WEBS
<br />1 Row at midpt 5-18, 8-13
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=-127(LC 10)
<br />Max Uplift 2=-943(LC 12). 11=-943(LC 12)
<br />Max Grav 2=1642(LC 1), 11=1642(LC 1)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3606/2164, 3-4=-3350/1984, 4-5=-3101/1890, 5-6=-4582/2725, 6-8=-4582/2725,
<br />8-9=-3101/1890, 9-10=-3350/1984, 10-11=-3606/2164
<br />BOT CHORD 2-18=-1889/3276, 16-18=-2429/4354, 15-16=-2620/4761, 13-15=2412/4354,
<br />11-13=-1906/3276
<br />WEBS 3-18=-266/323, 4-18=-519/1010, 5-18=-1504/893, 5-16=-140/447, 6-16=-291/242,
<br />6-15=-291/242, 8-15=-140/447, 8-113=1504/893, 9-13=-519/1010, 10-13=266/323
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vuft=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 8-7-3, Exterior(2R)
<br />8-7-3 to 14-8-3, Interior(1) 14-8-3 to 34-4-13, Exterior(2R) 34-4-13 to 40-5-12, Interior(1) 40-5-12 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 />This item has been
<br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck
<br />electronically signed and
<br />to the use of this truss component.
<br />sealed by Velez, Joaquin, PE
<br />4) Provide adequate drainage to prevent water ponding.
<br />5) This has for bottom
<br />using a Digital Signature.
<br />truss been designed a 10.0 psf 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 />Printed copies of this
<br />will fit between the bottom chord and any other members.
<br />document are not Considered
<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 />signed and sealed and the
<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 />signature must be verified
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />on any electronic copies.
<br />Joagnta Velez PE N..69182
<br />\IiTek rue. DH 14DTek USA f1 Cen 6634
<br />16023 Sviugley Ridge ad.
<br />Chesterfield, MO 63017
<br />Date:
<br />May 25,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
<br />--
<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 M [Tek
<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 ANSYTP/1 Quality Criteria, DSB-88 and SCSI Building Component 16023 Swingley Ridge Rd
<br />Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017
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