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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T32315701
<br />TTH133-140
<br />T03
<br />Hip
<br />2
<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 13:48:02 2023 Page 1
<br />ID: tPuYCeVfQTfYt3OC?ZvfnpzlGU H-ZgptG4RjfinepJk66ADSX5SOJ WuB IOrnS_9 WgalyB?yB
<br />-i1-0-Q 6-6-5 11-0-0 18-0-9 24-11-7 32-0-0 36-5-11 43-0-0 -0-0
<br />-0- 6-&5 4-5-11 7-0.9 6-10-13 7-0-9 T11 61i-5 .0-0
<br />5x8 =
<br />2x4 II
<br />5.00 12 4 21 22 5 23
<br />5x8 =
<br />24 6 25
<br />5x6 =
<br />726
<br />Scale = 1:73.7
<br />3x6 18 17
<br />16
<br />15
<br />14
<br />13
<br />12
<br />11 3x6
<br />2x4 II 3x4 =
<br />4x6 —
<br />3x10 =
<br />2x4 II
<br />5x6 =
<br />3x8 =
<br />2x4 II
<br />6-6-5 11-0-0
<br />18-0-9
<br />24-11-7
<br />32-0-0
<br />36-5-11 4-"
<br />6 6 5 4-5-11
<br />7-0-9
<br />6-10-13
<br />7-0-9
<br />44-11� 6Fi 5
<br />Plate Offsets (X,Y)—[2:0-3-0,0-1-8],[4:0-5-12,0-2-8],[6:0-3-12,0-3-0],[7:0-3-0,0-2-4],[9:0-3-0,0-1-8]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL. in
<br />(loc) I/deft
<br />Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC
<br />0.87
<br />Vert(LL) 0.52
<br />14-15 >988
<br />240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC
<br />0.94
<br />Vert(CT) -0.73
<br />14-15 >699
<br />180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB
<br />0.75
<br />Horz(CT) 0.23
<br />9 n/a
<br />n/a
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />Matrix-SH
<br />Weight: 218 Ito FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2 'Except'
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />4-6: 2x4 SP No.1
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />BOT CHORD 2x4 SP No.2
<br />WEBS
<br />1 Row at midpt
<br />6-15, 6-12
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 9=0-3-8
<br />Max Horz 2=159(LC 11)
<br />Max Uplift 2=-943(LC 12), 9=-943(LC 12)
<br />Max Gram 2=1642(LC 1), 9=1642(LC 1)
<br />FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3513/2077, 3-4=-3065/1877, 4-5=-3608/2259, 5-6=-3608/2259,6-7=-2810/1792,
<br />7-8=-3066/1877, 8-9=-3512/2077
<br />BOT CHORD 2-18=-1794/3166, 17-18=-1794/3166, 15-17=-1479/2792, 14-15=-1949/3605,
<br />12-14=-1949/3603, 11-12=-1806/3165, 9-11=-1806/3165
<br />WEBS 3-17=-476/379, 4-17=-161/394, 4-15=-577/1078, 5-15=-398/374, 6-14=0/281,
<br />6-12=-1058/570, 7-12=-462/882, 8-12=-475/379
<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; 8=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 11-0-0, Exterior(2R)
<br />11-0-0 to 17-1-0, Interior(1) 17-1-0 to 32-0-0, Exterior(2R) 32-0-0 to 38-1-0, Interior(1) 38-1-0 to 44-0-0 zone; cantilever left and right
<br />exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
<br />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.
<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 9.
<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 />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 />Joequls \'aka PE N.Al lag
<br />311iek Ina DBA 371Tek USA hL Cen "34
<br />1602.1 SwWSlev Rklife Rd.
<br />Ckesrrrfleld, MO 63017
<br />Data:
<br />December 11,2023
<br />WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. i �� �a
<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
<br />is always required for stability and to prevent collapse with possible personal injury and propertydamage. For general guidance regarding the 16023 Swingley Ridge Rd.
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017
<br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434,1200 / MTek-US.com
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