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Job
<br />cuss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455621
<br />772591-X
<br />[A3
<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 13:48:43 2020 Page 1
<br />ID:RWGiORDiF509gYXBdOupOozldd5-fbtTNOTXN6OfG01 gTboxD_UgaggFT05dOTySHLz7?to
<br />0 q 71i 0 15-0-0 17 0 0, 19�{ 0 21 8 0 , 23 8 0 31-2-0 38.8-0 3" Q
<br />7-fi0 7.6-0 2.0-0 2h-0 2-4.0 2-0-0 7&-0 7.6.0 -0-
<br />5.00 12
<br />5x8 =
<br />3x8 =
<br />3x4
<br />5x6 =
<br />5x8 = 3x4
<br />7x8 = 4x6 = 3x4 =
<br />10-0-0 19.4-0 28-8-0 38-8-0
<br />10-0-0 9-4.0 9-4.0 10-0-0
<br />Plate Offsets (X,Y)—[3:0-3-0,0-3-41,[5:0-3-0,0-2-41,[6:0-3-0,0-2-4],[8:0-3-0,0-3-4],(9:0•4-2,0-1-8],[13:0-4-0,0-2-81,[14:0-4-0,0-3-01
<br />3x8 =
<br />Scale = 1:71.2
<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 />CSI.
<br />TC 0.62
<br />BC 0.95
<br />WB 0.80
<br />Matrix -AS
<br />DEFL.
<br />Vert(LL)
<br />Vert(CT)
<br />Horz(CT)
<br />Wind(LL)
<br />in (loc) I/clef! L/d
<br />-0.32 13-14 >999 360
<br />-0.58 13-14 >801 240
<br />0.13 9 n/a n/a
<br />0.28 13 >999 240
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 201 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 />12-14: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-8-0, 9=0-8-0
<br />Max Horz 2=-279(LC 10)
<br />Max Uplift 2=716(LC 12), 9=716(LC 12)
<br />Max Grav 2=1506(LC 17). 9=1506(LC 18)
<br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3123/1806, 3-4=-2883/1704, 4-5=1933/1326, 5-6=-1952/1342, 6-7=1933/1326,
<br />7-8=2883/1704, 8-9=-3123/1806
<br />BOT CHORD 2-14=-1545/3041, 13-14=1079/2237, 11-13=-1087/2100, 9-11=1553/2831
<br />WEBS 3-14=-478/443, 4-14=-300/805, 7-11=299/804, 8-11=-478/443, 5-13=398/662,
<br />6-13=398/663,4-13=-726/589, 7-13=-727/589
<br />NOTES-
<br />1) Unbalanced roof live loads have been considered for this design.
<br />Wind:
<br />1GCpi=O
<br />ASCE
<br />2) 11; Exp C; Encl., 180 MWFRS C-C4Extenor(2D 1-0-0 2- 0-6 2- 0-6 Exterior(2)
<br />&JU S F�CJI.-
<br />(directional) and to n enor(1) to817-0.0, 17-0-0
<br />♦��
<br />to 27-1-10, Interior(1) 27-1-10 to 39-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
<br />3) Provide adequate drainage to prevent water ponding.
<br />+ 34869 0
<br />• •�
<br />4) All plates are MT20 plates unless otherwise indicated.
<br />* .;
<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 />fit between the bottom
<br />f
<br />'fl
<br />will chord and any other members, with BCDL = I O.Opsf.
<br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
<br />2=716, 9=716.
<br />p % 4
<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 />i
<br />�i�'n,1� Q Q:� ��♦♦♦
<br />•• 0 R
<br />sheetrock be applied directly to the bottom chord.
<br />�j` ; �♦
<br />11111t%
<br />Julius Lee PE No.34869
<br />MiTek USA Inc. FL Cart 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 ANI.7473 rev. 10/032015 BEFORE USE.
<br />Design valid for use only with MTekO 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 andfor chord members only. Additional temporary and permanent bracing 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 ANSU R1 Quality Criteria, D913-89 and SCSI Building Component 6904 Parke East Blvd.
<br />Safetylntormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
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