|
Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T31961924
<br />TTH99-106
<br />T10
<br />Common
<br />32
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Thu Oct 26 17:06:39 2023 Page 1
<br />I D: tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?Ps B7OH q3N Sg Pqn L8w3u ITXbG KWrC Doi7J 4zJC?f
<br />1 7-7-3 14-6-10 21-6-0 28-5-6 35 4-13 43-0-0 -0
<br />-0- 7-7-3 6-11-6 6-11-6 6-11-6 6-11-6 7-7-3 -0-
<br />5x6 =
<br />5,00 FIT
<br />3x4 = 4x6 = 3x4 = 3x4 =
<br />3x4 =
<br />4x6 =
<br />Scale = 1:72.2
<br />9:6 17-3-15
<br />25-8-1
<br />i 33-11-10 43-0-0
<br />0 9-8-3-10
<br />85
<br />8-3-10 9-M
<br />Plate Offsets (X,Y)— [2:0-4-2,0-1-8], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-4-2 0-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/defl Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.91
<br />Vert(LL)
<br />-0.40 14-15 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.92
<br />Vert(CT)
<br />-0.68 14-15 >751 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.99
<br />Horz(CT)
<br />0.18 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 218 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2 *Except*
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />1-4,8-11: 2x4 SP No.1
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />BOT CHORD 2x4 SP No.1
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=298(LC 11)
<br />Max Uplift 2=-943(LC 12), 10=943(LC 12)
<br />Max Grav 2=1885(LC 17), 10=1885(LC 18)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3931/2002, 3-5=-3802/2010, 5-6=-2890/1661, 6-7=-2890/1661, 7-9=3802/2010,
<br />9-10=-3932/2002
<br />BOT CHORD 2-17=-1708/3783,15-17=-1306/3020,14-15=-850/2218,12-14=-1307/2872,
<br />10-12=-1708/3560
<br />WEBS 6-14=-520/1153, 7-14=-763/574, 7-12=392/909, 9-12=-362/365, 6-15=-520/1153,
<br />5-15=-763/574, 5-17=-392/908, 3-17=-362/365
<br />NOTES- (7)
<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=5ff; 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 21-6-0, Exterior(2R)
<br />21-6-0 to 25-9-10, Interior(1) 25-9-10 to 44-D-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
<br />members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 specific
<br />electronically signed and
<br />to the use of this truss component.
<br />sealed by Velez, Joaquin, PE
<br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />*
<br />using a Digital Signature.
<br />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
<br />will fit between the bottom chord and any other members, with BCDL=10.Opsf.
<br />Printed copies of this
<br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
<br />document are not considered
<br />2=943,10=943.
<br />'This
<br />signed and sealed and the
<br />7) manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />signature
<br />nature 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 />Jbagrdn Velez PE Tu.63132
<br />MiTek Luc. DBA MiTek I. SA FL C ,rt 6634
<br />16023 Saittgiev Ridge Rd.
<br />Ckesterfieid. %10 63U17
<br />Datc--:
<br />October 27,2023
<br />d WARNING - Verify design parameters and READ NOTES ON THIS 4,NO INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. MiTek'
<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 pproppeertrtyy damage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSW, Qual Criteria and DSB-22 available from Truss Plate Institute (wwviApinst.org) Chesterfield, MO 63017
<br />and BCSI Building Component Safety Information available from the Structural Building Component Association (www.st>cscomponents.com) 314.434.1200 / MTek-US.com
<br />
|