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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T32315708
<br />TTH133-140
<br />T07
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8,730 s Nov 13 2023 MiTek Industries, Inc. Fri Dec 8 13:48:14 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-CzYPnBaFgSB6laOQtkgLa_WOmkHEgM1 DIOQJ?cyB?y?
<br />13-0 0 19-1-8 23-10-8 30A-0 35-11-15 43-0-0 4q-0-0
<br />7-0-1 5-11-15 6-1-8 4-9-0 6-1-8 5-11-15 7-0-1 -0.
<br />5x6 =
<br />5.00 12
<br />5x8 =
<br />Scale = 1:75.2
<br />3x8 = io n cc 11 16 Zit 15 'q L4 Zo io 3x8 =
<br />3x4 = 5x6 WB = 3x8 =
<br />3x4 = 5x6 WB =
<br />3x4 =
<br />I�
<br />9-10-15 19-1-8 23-10-8 33-1-1
<br />43-0-0
<br />9-10-15 9-2-9 4-9-0 9-2-9
<br />9-10-15
<br />Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [6:0-3-0,0-2-4], [7:0-5-12,0-2-8], [11:0-4-2 0-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL. in (loc) I/defl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.73
<br />Vert(LL) -0.40 13-15 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.96
<br />Vert(CT) -0.70 13-15 >728 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.41
<br />Horz(CT) 0.17 11 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 228 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins.
<br />1-4,9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />BOT CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 'Except* WEBS 1 Row at midpt 5-16,
<br />7-16. 8-15
<br />14-17: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />OTHERS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=267(LC 11)
<br />Max Uplift 2=-943(LC 12), 11=-943(LC 12)
<br />Max Grav 2=1871(LC 17). 11=1873(LC 18)
<br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
<br />TOP CHORD 2-3=-3899/2048, 3-5=-3656/1936, 5-6=-2628/1546, 6-7=-2388/1500, 7-8=-2631/1546,
<br />8-10=-3661/1936, 10-11=-3905/2048
<br />BOT CHORD 2-18=-1764/3735, 16-18=-1422/3112, 15-16=-1019/2395, 13-15=-1434/2951,
<br />11-13=-1776/3539
<br />WEBS 3-18=-351/346, 5-18=-214/750, 5-16=-877/557, 6-16=-330/762, 7-15=-326/836,
<br />8-15=-879/558, 8-13=-214/751, 10-13=-351/346
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; VuR=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />11; 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 19-1-8, Exterior(2E)
<br />This item has been
<br />19-1-8 to 23-10-8, Exterior(2R) 23-10-8 to 30-0-0, Interior(1) 30-0-0 to 44-0-0 zone; cantilever left and right exposed ; end vertical left
<br />and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 specific
<br />sealed by Velez, Joaquin, PE
<br />to the use of this truss component.
<br />using a Digital Signature.
<br />4) Provide adequate drainage to prevent water ponding.
<br />Printed COpI@S Of this
<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 />document are not considered
<br />will fit between the bottom chord and any other members, with BCDL=10.0psf.
<br />signed and sealed and the
<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 />signature must be verified
<br />joint 11.
<br />on any electronic copies.
<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 />Joaquin Velez PE Ne.68132
<br />.NBT.k lac. DRA 3JIT'ek USA FL C'-i 6634
<br />16023 Swtadev Ridge Rd.
<br />Chesterfield, MO 0017
<br />Dale:
<br />December 11,2023
<br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. I �� �x
<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 property 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 ppropertrtyy damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSlrrrll Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.1200 / MTek-US.com
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