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Job
<br />cuss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455631
<br />772591-X
<br />[A13
<br />Hip
<br />1 I1
<br />Job Reference(optional)
<br />American Builder Supply, Sanford, FL 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:48:37 2020 Page 1
<br />ID: RWGiORDIF509gYXBdOupOozldd5-qR WB7LOmnGGWY5ZX7LhXJEdFPrn4nilOXV73iz7?tu
<br />16-22 5 22-6-1 29-8-0 g2211-5 3B-8-0 3 8-
<br />5 811 3 3 5 7-2-15 6-3 2 7-1-15 3 3 5 5-8-11 0 0
<br />5.00 12
<br />5x6 =
<br />3x4 =
<br />23 24 25 5
<br />5x6 =
<br />26 27
<br />5x6 =
<br />287
<br />Scale = 1:69.9
<br />Ia
<br />3x6 =
<br />14 13 12 11
<br />5x10 =
<br />3x4 = 3x8 MT20HS =
<br />3x8 =
<br />3x8 =
<br />LOADING (psi)
<br />TCLL 20.0
<br />TCDL 7.0
<br />BCLL 0.0 '
<br />BCDL 10.0
<br />SPACING- 2-0-0
<br />Plate Grip DOL 1.25
<br />Lumber DOL 1.25
<br />Rep Stress Incr YES
<br />Code FBC2017/TPI2014
<br />CSI.
<br />TC 0.68
<br />BC 0.70
<br />WB 0.41
<br />Matrix -AS
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in (loc) Udefl L/d
<br />-0.33 13 >999 360
<br />-0.69 13-14 >671 240
<br />0.16 9 n/a n/a
<br />0.44 13 >999 240
<br />PLATES
<br />MT20
<br />MT20HS
<br />Weight: 180 lb
<br />GRIP
<br />2441190
<br />1871143
<br />FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2
<br />TOP CHORD
<br />Structural wood sheathing directly applied.
<br />BOT CHORD 2x4 SP M 30
<br />BOT CHORD
<br />Rigid ceiling directly applied.
<br />WEBS 2x4 SP No.3
<br />WEBS
<br />1 Row at midpt 5-14, 6-11
<br />REACTIONS. (size) 2=0-8-0, 9=0-8-0
<br />Max Horz 2=-155(LC 10)
<br />Max Uplift 2=716(LC 12), 9=716(LC 12)
<br />Max Grav 2=1485(LC 1), 9=1485(LC 1)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3156/1984, 3-4=-2926/1806, 4-5=267011720, 5-6=3662/2233, 6-7=2691/1729,
<br />7-8=-2914/1800,8-9=-3153/1986
<br />BOT CHORD 2-14=-1720/2881, 13-14=-2010/3580, 11-13=-2002/3574, 9-11 =-1 729/2878
<br />WEBS 3-14=-3041349, 4-14=-386/829, 5-14=1121/709, 5-13=0/269, 6-13=0/271,
<br />6-11=-1095/698, 7-11=-386/829, 8-11=312/353
<br />NOTES-
<br />1) Unbalanced roof live loads have been considered for this design
<br />2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=58ft; L=39ft; eave=5ft; Cat.
<br />114-5-10, InteriorG) 14-5 10 to 29 8-0 (dExterior(2))29 8 0 t 35 1r10,2nteno (1) 35 70 D t t39 8-0 C fob members f t&
<br />zone0C and
<br />♦���`,�v1`1US
<br />'• �i�
<br />MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
<br />3) Provide
<br />♦♦� ,•'� (, E N S
<br />�. lC•'••
<br />adequate drainage to prevent water ponding.
<br />♦
<br />4) All plates are MT20 plates unless otherwise indicated.
<br />N O 34869 10
<br />•�
<br />5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads.
<br />'
<br />*
<br />6) This truss has been designed for a live load of 20.0psf 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 others) of truss to bearing 100 lb
<br />'0 : cc
<br />(by plate capable of withstanding uplift at joint(s) except 0=11t)
<br />2=716, 9=716.
<br />8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
<br />40
<br />'��,♦♦
<br />sheetrock be applied directly to the bottom chord.
<br />�• R , P
<br />E%%
<br />/0NAl
<br />Julius Lee PE No.34869
<br />MiTek USA, Inc. FL Cert 6634
<br />6904 Parke East Blvd. Tampa FL 33610
<br />Date:
<br />June 12,2020
<br />� aWARNIN(3 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE Mk-7477 rev. 10/032015 BEFORE USE.
<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 WOW
<br />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 ANSIfrM1 Quality Criteria, DSS40 and SCSI Bulkling Component 6904 Parke East Blvd.
<br />Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
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