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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455626
<br />772591-X
<br />A8G
<br />Roof Special Girder
<br />1
<br />1
<br />Job Reference (optional)
<br />American Builder Supply, Sanford, FL 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:48:49 2020 Page 1
<br />ID: RWGiORDIF509gYXBdOupOozldd5-UkEkeRYlyymp_xUggsuLTFke4FwPt8vWnPPm U?z7?ti
<br />-10 7-0-0 13-0-0 19-0-0 25-8-0 27.8-0 29.8-0 33-10-2 38-8-0 3
<br />7Z 6-0-0 6-0-0 6 8 0 2-0 0 2 0 0 4 2-2 4-9-14
<br />Scale = 1:72.6
<br />Special
<br />Sx8 4x4 =
<br />5.00 12 NAILED NAILED
<br />Sx6 =
<br />5x6 =
<br />5x6 = 5x8 =
<br />7 298
<br />17 16 15 13 12
<br />3x6 _ 4x4 = 30 31 NOP2X STP = NOP2X STP = 14 34 3x4 = US— 3x8 —
<br />Special NAILED NAILED US = 3x4 =
<br />7-0-0 13-0-0 19-0-0 25 B-0 29&0 38 8-0
<br />7-0-0 fi-0-0 6-" 6-0-0 4-0-0 9-0-0
<br />Plate Offsets (X,Y)—
<br />[3:0-3-0,0-2-41,[5:0-2-8,0-3-01,[6:0-5-4,0-2-81,[7:0-3-0,0-2-4],[8:0-3-0,0-2-41,[10:0.8-0,0-0-101,[16:0-2-8,0-3-0)
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CS1.
<br />DEFL. in (loc) I/dell Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.81
<br />Vert(LL) -0.14 12-23 >999 360
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.71
<br />Vert(CT) -0.30 12-23 >780 240
<br />BCLL 0.0
<br />Rep Stress Incr NO
<br />WB 0.65
<br />Horz(CT) 0.03 10 n/a n/a
<br />BCDL 10.0
<br />Code FBC2017/TPI2014
<br />Matrix -MS
<br />Wind(LL) 0.12 17-20 >999 240
<br />Weight: 189 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins,
<br />BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
<br />WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15
<br />REACTIONS. All bearings 0-8-0.
<br />(lb) - Max Horz 2=-155(LC 6)
<br />Max Uplift All uplift 100 lb or less at joints) except 2=388(LC 8), 16=-618(LC 8), 15=639(LC 25), 10=372(LC
<br />25)
<br />Max Grav All reactions 250 lb or less at joints) except 2=736(LC 17), 16=1421(LC 17), 15=1099(LC 14).
<br />10=687(LC 14) "Special" indicates special hanger(s) or other connection device(s)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-1239/548, 3-4=-1080/553, 4-5=112/475, 5-6=156/561, 6-7-779/516,
<br />7-8=-732/438, 8-9=841/431, 9-1 0=1 182/625
<br />BOT CHORD 2-17=-459/1123, 16-17=-476/301, 15-16=-561/347, 13-15=241/685, 12-13=185/648,
<br />10-12=-477/1079
<br />WEBS 3-17=164/325, 4-17=-743/1719, 4-16=1253/746, 5-16=284/304, 5-15=-479/480,
<br />6-15=-1364/595, 9-12=-428/301
<br />required at location(s)shown. The design/selection of such special
<br />connection device(s) is the responsibility of others. This applies
<br />to all applicable truss designs in this job.
<br />NOTES-
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=58ft; L=39ft; eave=5ft; Cat.
<br />II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
<br />3) Provide adequate drainage to prevent water ponding.
<br />4) All plates are MT20 plates unless otherwise indicated.
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
<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 388 lb uplift at joint 2, 618 lb uplift at
<br />joint 16, 639 lb uplift at joint 15 and 372 lb uplift at joint 10.
<br />8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
<br />9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 297 lb down and 326 lb up at
<br />7-0-0 on top chord, and 378 lb down and 113 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is
<br />the responsibility of others.
<br />10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br />LOAD CASE(S) Standard
<br />1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
<br />'111111111//j�,
<br />us
<br />34869
<br />cc
<br />♦
<br />SS'O N A
<br />11111
<br />Julius Lee PE No.34869
<br />MiTek USA, Inc. FL Cart 6634
<br />6904 Parke East Blvd. Tampa FL 33610
<br />Date:
<br />June 12,2020
<br />AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 rev. 10/0312015 BEFORE USE.
<br />--
<br />Design valid for use only with MI ek® 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 M iTek'
<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 ANSUTP/1 qualify Criteria, DSB-89 end SCSI Bulkffng ceawnOW 6904 Parke East Blvd.
<br />SatW inrormetbn available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
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