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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455619
<br />772591-X
<br />Al
<br />Common
<br />9
<br />1
<br />Job Reference (optional)
<br />American Builder Supply, Sanford, FL 8.330 s May 6 2020 MTek Industries, Inc. Fri Jun 12 13:48:33 2020 Page 1
<br />ID: R WGiORDIF509gYXBdOupOozldd5-yfGhHzLGk1143U GluVcapt4ykoQv8r095wXwwxz7?ty
<br />1 0 q 7� 0 15-0-0 19-0-0 23-8-0 11 ff 38-8-0 36 8-0
<br />7-6-0 7-6-0 4-4-0 44-0 7-6 0 7-6-0 -0-0
<br />3x6 =
<br />5x6 =
<br />5.00 12 5 22
<br />,.. �. 12
<br />5x8 = 3x8 = 06 = 3x4 =
<br />Scale = 1:68.6
<br />3x8 =
<br />I$
<br />10-0-0 19-4-0
<br />28.8-0 38-8-0
<br />10-0-0 9-4-0
<br />9-4-0 10-0-0
<br />Plate Offsets (X,Y)-
<br />[3:030,0-3-41,[7:0-3-0,0-3-41,[8:0-4-2,0-1-81,[13:0-4-0,0-3-01
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc) I/deft Ud
<br />PLATES GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.58
<br />Vert(LL)
<br />-0.32 12-13 >999 360
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.95
<br />Vert(CT)
<br />-0.59 12-13 >791 240
<br />BCLL 0.0
<br />Rep Stress Incr YES
<br />WB 0.91
<br />Horz(CT)
<br />0.13 8 n/a n/a
<br />BCDL 10.0
<br />Code FBC2017/TPI2014
<br />Matrix -AS
<br />Wind(LL)
<br />0.29 12 >999 240
<br />Weight: 191 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 2-315(LC 10)
<br />Max Uplift 2=716(1-C 12), 8-716(LC 12)
<br />Max Grav 2=1500(LC 17), 8=1500(LC 18)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3-3106/1651, 3-4=-2867/1552, 4-5=1928/1207, 5-6=1928/1207, 6-7=2867/1552,
<br />7-8=-3106/1651
<br />BOT CHORD 2-13=-1375/3052, 12-13=-920/2252, 10-12-944/2102, 8-10=-1382/2815
<br />WEBS 5-12=-722/1298,6-12=-754/531, 6-10=296/802, 7-1 O=475/433,4-12=-754/531,
<br />4-13=-296/802, 3-13=-475/434
<br />NOTES-
<br />1) Unbalanced roof live loads have been considered for this design.
<br />CE
<br />2)
<br />1GCpl
<br />I�Exp CS Encl., Ito 18o MWFRS irectonal)
<br />C-Cnd gust) 4Extenor(2D 1-0-0 to 2- 0-6 Interior(l) 2-110-6 to819-4-0, Exterlor(2) 19-4-0
<br />%,,,�%%`,us
<br />(dmph
<br />and
<br />•� G E M *-.I
<br />to 23-2-6, Interior(1) 23-2-6 to 39-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
<br />,�� .• S •
<br />�. 4$
<br />grip DOL=1.60
<br />,�
<br />3) All plates are MT20 plates unless otherwise indicated.
<br />No 34869
<br />•�
<br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />•
<br />* ,.
<br />= *
<br />5) 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 240-0 wide
<br />•:
<br />will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
<br />6) Provide mechanical connection (by others) of truss to bearing 100 lb
<br />—
<br />"U : • 0' :,
<br />plate capable of withstanding uplift at joint(s) except 0=1b)
<br />2=716, 8=716.
<br />;
<br />7) 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 />s
<br />sheetrock be applied directly to the bottom chord.
<br />i
<br />0 � •• 0 • • ,
<br />•OR,•
<br />SRO E���.`
<br />N A%-
<br />'1181111111��,
<br />Julius Lee PE No.34869
<br />MTTek USA, Inc. FL Cert 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 MII.7473 rev. 1010312015 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 />MTek'
<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 ANWTPII Quailly Crllerla, DSO-89 and SCSI Bulkling Component
<br />6904 Parke East Blvd.
<br />Saf WIrWorrandon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
<br />Tampa, FL 36610
<br />
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