|
Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30256129
<br />TTH23-26
<br />T03
<br />Hip
<br />2
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Thu Apr 6 08:43:32 2023 Page 1
<br />1 D:tPuYC eVfQTfYt3OC?ZvfnpzlG U H-sYKVcB m LTfMoKcgsNoswtvbU M k_UPt2NdshO?hzTUjv
<br />-�1-0-Q 6-6-5 11-0-0 18-0-9 24-11-7 3211 36-5-11 43-0-0
<br />6-6-5 4-5-11 7-0-9 6-10-13 7-0-9 4-5-11 6-6-5 -0-
<br />5x8 =
<br />2x4 II
<br />5.00 12 421 22 5 23
<br />5xB =
<br />24 6 25
<br />5x6 =
<br />726
<br />Scale = 1:74.1
<br />3x6 � 18 17 16 15 14 13 12 11 3x6
<br />2x4 11 3x4 =
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />TCLL
<br />20.0
<br />Plate Grip DOL
<br />1.25
<br />TCDL
<br />7.0
<br />Lumber DOL
<br />1.25
<br />BCLL
<br />0.0
<br />Rep Stress Incr
<br />YES
<br />BCDL
<br />10.0
<br />Code FBC2020ITP12014
<br />LUMBER -
<br />TOP CHORD
<br />2x4 SP No.2 "Except"
<br />4-6: 2x4 SP No.1
<br />BOT CHORD
<br />2x4 SP No.2
<br />WEBS
<br />2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 9=0-3-8
<br />Max Horz 2=-159(LC 10)
<br />Max Uplift 2=-943(LC 12), 9=-943(LC 12)
<br />Max Grav 2=1642(LC 1), 9=1642(LC 1)
<br />4x6 = 3x10 =
<br />2x4 11 5x6 =
<br />3x8 =
<br />2x4 II
<br />CSI.
<br />DEFL.
<br />in (loc) I/deft Ud
<br />PLATES GRIP
<br />TC 0.87
<br />Vert(LL)
<br />0.5214-15 >988 240
<br />MT20 244/190
<br />BC 0.94
<br />Vert(CT) -0.73 14-15 >699 180
<br />WB 0.75
<br />Horz(CT)
<br />0.23 9 n/a n/a
<br />Matrix-SH
<br />Weight: 218 lb FT = 20%
<br />BRACING -
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />WEBS
<br />1 Row at midpt 6-15, 6-12
<br />FORCES. (lb) - 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=180613165, 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; Vult=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 11-0-0, Exterior(2R)
<br />1140-0 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 100 lb uplift at joint(s) except (jt=lb)
<br />2=943, 9=943.
<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 />J-garn V ie2 PE IN."132
<br />MITels Luc. DBA ViTerc C"4A FL Cert6634
<br />16023 Sviagkc Ridge Rd.
<br />Che (te a d. )10 0017
<br />D,re
<br />April 7,2023
<br />A 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 MTek® 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 MiTek
<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 ANS11TPIJ quality, Criteria, DSO-89 and BCSI 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
<br />
|