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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30850252
<br />TTH27-33
<br />T10A
<br />COMMON
<br />16
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8,630 s Nov 19 2022 MiTek Industries, Inc. Mon Jun 1912:29:47 2023 Page 1
<br />I D: tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3N SgPgnL8w3u ITXbGKWrC Doi7J 4zJC?f
<br />-,1-0-(1 7-7-3 14-6-10 21-" 28-5-6 35-4-13 43-0-0
<br />-0- 7-7-3 6-11-6 6-11-6 6-11-6 6-11-6 7-7-3
<br />5x6 =
<br />5.00 F12
<br />Scale = 1:72.2
<br />3x8 = -10 L-1 10 '-1 L3 L4 13 IL L0 Lo II 3x6 =
<br />3x4 = 4x6 =
<br />3x4 =
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />CSI.
<br />TCLL
<br />20.0
<br />Plate Grip DOL
<br />1.25
<br />TC 0.94
<br />TCDL
<br />7.0
<br />Lumber DOL
<br />1.25
<br />BC 0.93
<br />BCLL
<br />0.0
<br />Rep Stress Incr
<br />YES
<br />WB 0.99
<br />BCDL
<br />10.0
<br />Code FBC2020/TP12014
<br />Matrix-SH
<br />LUMBER -
<br />TOP CHORD
<br />2x4 SP N0.2 `Except'
<br />1-4,8-10: 2x4 SP No.1
<br />BOT CHORD
<br />2x4 SP No.1
<br />WEBS
<br />2x4 SP No.3
<br />REACTIONS.
<br />(size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=297(LC 11)
<br />Max Uplift 2=-944(LC 12), 10=857(LC 12)
<br />Max Grav 2=1886(LC 17), 10=1831(LC 18)
<br />3x4 =
<br />4x6 =
<br />DEFL. in (loc) I/defl Ud
<br />Vert(LL) -0.40 13-14 >999 240
<br />Vert(CT) -0.68 13-14 >750 180
<br />Horz(CT) 0.18 10 nla n/a
<br />3x4 =
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 216 lb FT = 20%
<br />BRACING -
<br />TOP CHORD Structural wood sheathing directly applied.
<br />BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3932/2003, 3-5=-3803/2012, 5-6=2892/1662, 6-7=2892/1671, 7-9=-3811/2048,
<br />9-10=-3941/2041
<br />BOT CHORD 2-16=-1752/3776, 14-16=-1350/3012, 13-14=-893/2210, 11-13=-1327/2872,
<br />10- 11 =-1 768/3571
<br />WEBS 6-13=-521/1155, 7-13=-766/577, 7-11=-422/916, 9-11=365/381, 6-14=-520/1153,
<br />5-14=-763/574,5-16=-391/908, 3-16=362/365
<br />NOTES- (7)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; VuIt=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 21-6-0, Exterior(2R)
<br />21-6-0 to 25-9-10, Interior(1) 25-9-10 to 42-10-4 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 />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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<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 />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
<br />2=944, 10=857.
<br />7) '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 />I�
<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 />Josgnis Velez PE tio.68182
<br />Mek luc. DDA 31ITelll5A FL Cert 6634
<br />16023 Swingley Ridge Rd.
<br />Ckeslerfreld. 310 63017
<br />Dare:
<br />June 20,2023
<br />A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 verity 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 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 ANSVMI Quality Criteria, DSB-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
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