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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455625
<br />772591-X
<br />A7
<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 13:48:48 2020 Page 1
<br />ID:R WGiORDIF509gYXBdOupOozidd5-OYgMR6XgCeeyNnveG8N6w2CVTrbM81UMYffDyZz7?tj
<br />1 0 (} 5 8 11 9 M 16-2-15 22-6-1 + 29 8 0 32-11-5 3_ 36 8 Q
<br />5 8 11 3-3-5 7-2-15 6-3.2 7-1-15 3-3 5 5-8.11 0 0
<br />Scale = 1:69.9
<br />3x6 =
<br />5x6 =
<br />5.o0 12 3x4 =
<br />4 23 24 25 5
<br />5x6 =
<br />26 27
<br />5x6 =
<br />287
<br />14 13 12 11
<br />5x10 =
<br />3x4 = 3x8 MT20HS =
<br />3x8 =
<br />3x6 =
<br />4
<br />D
<br />I¢
<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/TP12014
<br />CS1.
<br />TC 0.68
<br />BC 0.70
<br />WB 0.41
<br />Matrix -AS
<br />DEFL. in (loc) Vdefl L/d
<br />Vert(LL) -0.33 13 >999 360
<br />Vert(CT) -0.69 13-14 >671 240
<br />Horz(CT) 0.16 9 n/a n/a
<br />Wind(LL) 0.44 13 >999 240
<br />PLATES
<br />MT20
<br />MT20HS
<br />Weight: 180 lb
<br />GRIP
<br />244/190
<br />187/143
<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=2670/1720, 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=-1730/2878
<br />WEBS 3-14=304/349, 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- (9)
<br />1) Unbalanced roof live loads have been considered for this design
<br />2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=58ft; L=39R; eave=5ft; Cat.
<br />`, 11111111rrrr�
<br />14-5-10, I teriiorG) 14-5-10 to 29-8-0,(Exterio to35-1-10, Interior(1) 35-1 1to0 t39-8-0 for orcest&
<br />,,��`,us
<br />(2))29-" zo e;�C-C embers and
<br />MWFRS for Lumber DOL=1.60
<br />E N •• �i�
<br />reactions shown; plate grip DOL=1.60
<br />,�� e•'�G S F•••• �.0
<br />3) Provide adequate drainage to prevent water ponding.
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<br />4) All plates are MT20 plates unless otherwise indicated.
<br />: 34869
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<br />5) This truss has been designed for a 10.0 psf 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.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.
<br />7) Provide mechanical connection truss to bearing 100 lb
<br />r
<br />(by others) of plate capable of withstanding uplift at joints) except 0=1b)
<br />2=716, 9=716.
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<br />8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
<br />sheetrock be applied directly to the bottom chord.
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<br />40 P ••
<br />9) NOT SYMETRICAL
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<br />Julius Lee PE No.34869
<br />MTek USA, Inc. FL Cen 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 WTEK REFERENCE PAGE 11111-7473 rev. 10103/2015 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 property 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 />WOW
<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 ANSUTPoI Quality CdteM, DSB419 and SCSI Building Component
<br />69D4 Parke East Blvd.
<br />Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.
<br />Tama, FL 36610
<br />
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