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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T32315707
<br />TTH133-140
<br />T06A
<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 13:48:12 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-GbQfMW_JruO WGtt mJetVZRO_waSMJSwlixCxjyB?y 1
<br />12-4-3 18-2E 24-9-10 30-7-13 36-6-0 43-0-0
<br />6�-0 5-10-3 5-10-3 6-7-3 5-10-3 5-10-3 6-"
<br />Scale = 1:75.1
<br />Sx6 =
<br />5.00 12
<br />6 19
<br />5x8 =
<br />720
<br />3x8 = " "' 15 41 14 1O co co 11 3x8 =
<br />3x4 =
<br />4x6 =
<br />3x8 =
<br />3x4 = 4x6
<br />3x4 =
<br />Io
<br />9-5-2
<br />18-2-6
<br />24-9-10
<br />33-6-14 43-0-0
<br />94-2
<br />8-9-5
<br />6-7-3
<br />8-9-5 9-5-2
<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.
<br />in (loc) I/defl L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.87
<br />Vert(LL)
<br />-0.40 12-14 >999 240
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.98
<br />Vert(CT)
<br />-0.70 12-14 >734 180
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.99
<br />Horz(CT)
<br />0.20 11 n/a n/a
<br />BCDL 10.0
<br />Code FBC2020/TP12014
<br />Matrix-SH
<br />Weight: 221 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 2-0-13 oc purlins.
<br />BOT CHORD 2x4 SP No.1 'Except'
<br />BOT CHORD
<br />Rigid ceiling directly applied or 2-2-0 oc bracing, Except:
<br />13-16: 2x4 SP No.2
<br />5-7-5 oc bracing: 14-15.
<br />WEBS 2x4 SP No.3
<br />WEBS
<br />1 Row at midpt 7-15
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Horz 2=253(LC 11)
<br />Max Uplift 2=-944(LC 12), 11=-857(LC 12)
<br />Max Grav 2=1873(LC 17), 11=1822(LC 18)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3935/2089, 3-5=-3693/1971, 5-6=-2725/1611, 6-7=-2483/1560, 7-8=-2734/1605,
<br />8-10=-3710/1974, 10-11=-3954/2108
<br />BOT CHORD 2-17=-1844/3753, 15-17=-1514/3165, 14-15=-1112/2483, 12-14=-1504/3011,
<br />11-12=-1842/3589
<br />WEBS 3-17=-333/332, 5-17=-192/687, 5-15=-820/522, 6-15=-297/754, 7-14=-298/837,
<br />8-14=-823/525, 8-12=-217/693, 10-12=-338/353
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-16; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />ll; 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 18-2-6, Exterior(2R)
<br />18-2-6 to 24-3-6, Interior(1) 24-3-6 to 24-9-10, Exterior(2R) 24-9-10 to 30-7-13, Interior(1) 30-7-13 to 42-10-4 zone; cantilever left and
<br />right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
<br />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) 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, with BCDL = 10.Opsf.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift at joint 2 and 857 lb uplift at
<br />joint 11.
<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 />Jwgnln Velez PE Te.69132
<br />%Hrek 1aa. DBA VBTek USA FL Ceri 604
<br />16023 Saringley Ridge Rd.
<br />CYealerrreld. NO 6M17
<br />Dare:
<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. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTeks
<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 property damage. 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) 314.434.12001 MiTek-US.com
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