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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455633
<br />772591-X
<br />B1
<br />Hip Girder
<br />1
<br />1
<br />Job Reference (optional)
<br />American Builder Supply, Sanford, FL 8,330 s May 6 2020 MTek Industries, Inc. Fri Jun 1213:48:52 2020 Page 1
<br />ID: R WGiORDIF509gYXBdOupOozldd5-uJwsGTaBFt9NrPDPV_S25uMCnSuk4cDyTNdQ5Kz7?tf
<br />7-0-0 10 0 0 13-0-0 20-04)
<br />7-0-0 3-0 0 3-0 0 7-0-0 1-0 0
<br />FJFRWr—
<br />Special NAILED
<br />4x8 = Special
<br />NAILED 2x4 I 4x8 =
<br />2 17 3 18 4
<br />3x8 = 2x4 11 4x4 = NAILED 3x8 = 2x4 11 3x8 =
<br />Special
<br />NAILED
<br />Special
<br />Scale = 1:35.6
<br />7-0-0 10-0-0
<br />13 0-0
<br />20-0-0
<br />7-0 0 3-0 0
<br />3-0-0
<br />7-0-0
<br />Plate Offsets (X,Y) -
<br />[1:0-8-0,0-0-2], [2:0-5-4,0-2-0], [4:0-5-4,0-2-0], [5:0-8-4,0-0-14]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL. in
<br />(loc) I/defl Lid
<br />PLATES GRIP
<br />TOLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.59
<br />Vert(LL) -0.12
<br />8 >999 360
<br />MT20 244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.99
<br />Vert(CT) -0.24
<br />7-16 >985 240
<br />BCLL 0.0 '
<br />Rep Stress Incr NO
<br />WB 0.23
<br />Horz(CT) 0.08
<br />5 n/a n/a
<br />BCDL 10.0
<br />Code FBC2017/TP12014
<br />Matrix -MS
<br />Wind(LL) 0.16
<br />10-13 >999 240
<br />Weight: 86 lb FT = 20%
<br />LUMBER-
<br />BRACING -
<br />TOP CHORD 2x4 SP M 30 -Except-
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 3-2-4 oc purlins.
<br />2-4: 2x4 SP No.2
<br />BOT CHORD
<br />Rigid ceiling directly applied or 5-1-13 oc bracing.
<br />BOT CHORD 20 SP M 30 *Except*
<br />5-9: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 1=0-8-0, 5=0-8-0
<br />Max Horz 1=-121(LC 6)
<br />Max Uplift 1=-663(LC 8), 5=741(LC 8)
<br />Max Grav 1=1462(LC 1), 5=1518(LC 1)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-2=-3212/1457, 2-3=-3107/1486, 3-4=3107/1486, 4-5=3206/1449
<br />BOT CHORD 1-10=-121312904, 8-10=-1217/2932, 7-8=1208/2926, 5-7=-1205/2898
<br />WEBS 2-10=69/614. 2-8=278/364, 3-8=324/301, 4-8=-276/367, 4-7=59/610
<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 />Exp Encl., GCpi=0.18; MWFRS
<br />,
<br />11; C; (directional); Lumber DOL=1.60 plate grip DOL=1.60
<br />�`` �`�V g ��
<br />�
<br />3) Provide adequate drainage to prevent water ponding.
<br />4) All MT20 indicated.
<br />�� • •.. 0
<br />C E �•.
<br />plates are plates unless otherwise
<br />,�� ,•'� INS*
<br />V F ••.
<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 />34869
<br />•:
<br />will fit between the bottom chord and any other members.
<br />= * * =
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 663 lb uplift at joint 1 and 741 lb uplift at
<br />•:
<br />joint 5.
<br />8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
<br />; 'fl • .:
<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 />p
<br />7-0-0, and 297 lb down and 326 lb up at 13-0-0 on top chord, and 378 lb down and 113 lb up at 7-0-0, and 378 lb down and 113 lb
<br />12-11-4 bottom The design/selection
<br />.0O
<br />40
<br />up at on chord. of such connection device(s) is the responsibility of others.
<br />•� O
<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 />�j` (j
<br />ON
<br />LOAD CASE(S) Standard
<br />,
<br />,//111111111111110
<br />1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Julius Lee PE No.34869
<br />Vert: 1-2=54, 2-4=54, 4-6=54. 11-14=-20
<br />MTTek USA, Inc. FL Cart 6634
<br />Concentrated Loads (lb)
<br />6904 Parke East Blvd. Tampa FL 33610
<br />Vert: 2=-166(F) 4=166(F) 10=378(F) 7=-378(F) 17=116(F) 18=-116(F) 19=-63(F) 20=-63(F)
<br />Date:
<br />June 12,2020
<br />ICI AWARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE I0110-7473 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 propedy 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 ANSYTPlt quality CrKens, DSO-89 and SCSI Building Component
<br />6904 Parke East Blvd.
<br />SarefylrNormstibn available from Truss Plate Institute, 218 N. Lee Strest, Suite 312, Alexandria, VA 22314.
<br />Tampa, FL 36610
<br />
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