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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455628
<br />772591-X
<br />A10
<br />Hip
<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 13:48:34 2020 Page 1
<br />ID: RWGiORDIF509gYXBdOupOozldd5-Qsg3UJMuVLtxherySC7pM5d58CmBtQYJKaGTSNz7?tx
<br />1-0 Q 7 6 0 15-0-0 19-0-0 23-8-O 31-2-0 _ 38 6-0 3A-8-Q
<br />700� 720P 7S0 4�-0 440 780 _ 760 '
<br />5.00 12
<br />5x8 = 2x4 11 5x8 =
<br />4 22 5 23 6
<br />l:1 zo L/ 12 Lull Le lU
<br />5x8 =
<br />Us =
<br />3x8 =
<br />Us = 3x4 =
<br />3x8 =
<br />Scale = 1:71.2
<br />10-0-0 194-0
<br />28-"
<br />38-8-0
<br />10-" 9-4-0
<br />94-0
<br />10-04)
<br />Plate Offsets (X,Y)—
<br />[2:0-0-2,Edge], [3:0-3-0,0-3-4], [4:0-4-0,0-1-131, [6:0-4-0,0-1-131, [7:0-3-0,0-3-4], [8:0-4-2,0-1-8], [13:0-4-0 0-3-0]
<br />LOADING (psf)
<br />SPACING- 24)-0
<br />CSI.
<br />DEFL. in (loc) I/deft L/d
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.73
<br />Vert(LL) -0.32 12-13 >999 360
<br />MT20 2441190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.95
<br />Vert(CT) -0.58 12-13 >798 240
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.44
<br />Horz(CT) 0.13 8 file n/a
<br />BCDL 10.0
<br />Code FBC2017/TP12014
<br />Matrix -AS
<br />Wind(LL) 0.28 12 >999 240
<br />Weight: 188 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP No.2
<br />TOP CHORD Structural wood sheathing directly applied.
<br />BOT CHORD 2x4 SP M 30 `Except'
<br />BOT CHORD Rigid ceiling directly applied.
<br />11-13: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-8-0, 8=0-8-0
<br />Max Horz 2=-248(LC 10)
<br />Max Uplift 2=716(LC 12), 8=-716(LC 12)
<br />Max Grav 2=1509(LC 17), 8=1509(LC 18)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3132/1874, 3-4=-2889/1758, 4-5=-2228/1510, 5-6=2228/1510, 6-7=2889/1758,
<br />7-8=313211874
<br />BOT CHORD 2-13=-1611/3026, 12-13=-1080/2209, 1D-12=-1089/2091, 8-10=-1619/2840
<br />WEBS 3-13=-490/496, 4-13=-349/817, 4-12=1051408, 6-12=-105/409, 6-10=-349/816,
<br />7-10=-490/496
<br />NOTES-
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-10; Vult=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 C-C Exterior(2) to 2-10-6, Interior(1) 2-10-6 to 15.0-0, Exterior(2) 15-0-0
<br />30V$
<br />F I4#
<br />(directional) and -1-0-0
<br />�� .. •
<br />G E N S+'•. �s►�
<br />to 20-5-10, Interior(1) 20-5-10 to 23-8-0, Exterior(2) 23-8-0 to 29-1-10. Interior(1) 29-1-10 to 39-8-0 zone;C-C for members and
<br />,�� .•'�
<br />F �•.�
<br />forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
<br />�� .0�
<br />3) Provide adequate drainage to prevent water ponding.
<br />4) All plates are MT20 plates unless otherwise indicated.
<br />NO 34869
<br />•�
<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 = IO.Opsf.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb)
<br />2=716, 8=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 />'�� • O `ID
<br />sheetrock be applied directly to the bottom chord.
<br />S1 •., • R �,.
<br />I •
<br />I5'O N A'
<br />Julius Lee PE No.34869
<br />M[Tek USA, Inc. FL Cert 6634
<br />6904 Parke Fast Blvd. Tampa FL 33610
<br />Date:
<br />June 12,2020
<br />a WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/032015 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
<br />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 ANSI/lPlf Quality Criterfa, DSB-89 and BCSI Building Component
<br />69D4 Parke East Blvd.
<br />Saretyinformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
<br />Tampa, FL 36610
<br />
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