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Job
<br />Truss
<br />Truss Type
<br />DupontT20455623
<br />7tyPIy
<br />772591-X
<br />A5
<br />Hip
<br />11
<br />Job Reference (optional)
<br />American Builder Supply, Sanford, FL 8.330 s May 6 2020 MTek Industries, Inc. Fri Jun 12 13:48:45 2020 Page 1
<br />ID: RWGiORDIF509gYXBdOupOozldd5-bz?Do4UovjGN WKB3bOgP IPa?udVYxPswsnRYLEz7'?tm
<br />-,1-0-q 7-6-0 13-0-0 19-4-0 25-8-0 , 31-2-0 , 38-11-0 39 8-0
<br />0-0 7 6 0 5&-0 6-0-0 6-4-0 5 6 0 7� 0 0 0
<br />5x6 = 2x4 II 5x8 =
<br />4 21 22 5 23 24 6
<br />w — a 12 „ — 1. ,u
<br />5x8 = 3x8 = 4x6 = 3x4 =
<br />US =
<br />3x8 =
<br />Scale = 1 :69.9
<br />LOADING (psf)
<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 />CS1.
<br />TC 0.70
<br />BC 0,96
<br />WB 0.34
<br />Matrix -AS
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in (loc) I/deft Ud
<br />-0.29 12-13 >999 360
<br />-0.55 12-13 >836 240
<br />0.13 8 n/a n/a
<br />0.31 12 >999 240
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 183 lb 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 `Except`
<br />BOT CHORD
<br />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=217(LC 10)
<br />Max Uplift 2=-716(LC 12), 8=716(LC 12)
<br />Max Grant 2=1485(LC 1), 8=1485(LC 1)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=3065/1895, 3-4=2826/1780, 4-5=2586/1716, 5-6=2586/1716, 6-7=2827/1780,
<br />7-8=-3066/1895
<br />BOT CHORD 2-13=1626/2913, 12-13=-1206/2314, 10-12=1213/2267, 8-10=1633/2790
<br />WEBS 3-13=-425/449, 4-13=-273/678, 4-12=-252/567, 5-12=-384/390, 6-12=-251/566,
<br />7-10=-425/449, 6-10=-273/678
<br />NOTES-
<br />1) Unbalanced roof live loads have been considered for this design.
<br />`ttJ11 � 1111111
<br />2) Wind: ASCE 7-10; Vint=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 13-0-0, Exterior(2) 13-0-0
<br />% J`raus
<br />�j
<br />(directional) and -1-0-0
<br />%
<br />E #i�
<br />to 18-5-10, Interior(1) 18-5-10 to 25-8-0, Exterior(2) 25-8-0 to 31-3-3, Interior(1) 31-3-3 to 39-8-0 zone;C-C for members and forces &
<br />♦♦♦ ••'� G N S+'•
<br />F•�•. 0
<br />MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
<br />♦ V
<br />3) Provide adequate drainage to prevent water ponding.
<br />4) All plates are MT20 plates unless otherwise indicated.
<br />N O 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 />* :
<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 100 Ib uplift at joint(s) except (jt=1b)
<br />0 •• �(/
<br />•�(/
<br />2=716,8=716.
<br />�i
<br />•••
<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 />` Q;•� ♦♦
<br />sheetrock be applied directly to the bottom chord.
<br />0 • • �♦
<br />.
<br />1111111��```
<br />Julius Lee PE No.34869
<br />MTek USA, Inc. FL Cert 6634
<br />6904 Parke Fast 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 M11-7473 rev. 1010312015 BEFORE USE.
<br />-
<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 ANS&TP/1 Qua9ty C~a, DS849 and BCSI Building Component
<br />6904 Parke East Blvd.
<br />BMW Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
<br />Tampa, FL 36610
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