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Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />Dupont
<br />T20455632
<br />772591-X
<br />�Al4G
<br />HIP GIRDER
<br />1
<br />Job Reference (optional)
<br />American liwlaer bupply, baniora, FL d.3JU s may a ZUZU ml I eK Inausmes, Inc. rn Sun 1z i S:4C:4i Zulu rage i
<br />ID: RWGiORDIF509gYXBdOupOozldd5- CliyiRHrVmx1 itIMArr8ZP rVOHH?WEKx9TLCTz7?tq
<br />1 0 q 7 0 0 12-0 4 16 10-12 21-9 4 + 26 7-12 31 8-0 38 8-0 39 8-Q
<br />7-0.0 5-0-0 4-10-8 4-10-8 4-10.8 5-11-4 7-0-0 -0-0
<br />Scale = 1:69.9
<br />NAILED NAILED
<br />Special NAILED NAILED NAILED NAILED NAILED NAILED
<br />US = _ Special
<br />5.00 FIT US
<br />2x4 II NAILED 4x4 = NAILED 7x6 2x4 II NAILED 6x6 =
<br />3 2324 25 4 26 27 28 5 29 30 6 31 32 33 7 34 3536 8
<br />18 37 38 17 39 40 16 15 41 42 14 13 43 44 12 45 46 11
<br />NOP2X STP = 2x4 11 NAILED 4x10 = 5x8 MT20HS = NAILED 2x4 11 4x10 = NAILED 2x4 11 NOP2X STP =
<br />4x6 = Special NAILED NAILED NAILED 2x4 II 5x8 MT20HS =NAILED NAILED Special 4x6 =
<br />NAILED NAILED
<br />NAILED NAILED
<br />700 1204 161012 21-94 + 267-12 3180 3880
<br />71111 Fll� d_1r1..R d-1nJi d_1t1A F11..d 71Lr1
<br />Plate Offsets (X,Y)--
<br />[3:0-3-010.2-9],(6:0-2-8,0-4-8],]8:0-3-0,0-2-9]
<br />LOADING (psf)
<br />SPACING- 2-0-0
<br />CSI.
<br />DEFL.
<br />in (loc)
<br />Udefl
<br />L/d
<br />PLATES
<br />GRIP
<br />TCLL 20.0
<br />Plate Grip DOL 1.25
<br />TC 0.72
<br />Vert(LL)
<br />-0.36 14-15
<br />>999
<br />360
<br />MT20
<br />244/190
<br />TCDL 7.0
<br />Lumber DOL 1.25
<br />BC 0.35
<br />Vert(CT)
<br />-0.67 14-15
<br />>697
<br />240
<br />MT20HS
<br />1871143
<br />BCLL 0.0
<br />Rep Stress Incr NO
<br />WB 0.70
<br />Horz(CT)
<br />0.13 9
<br />n/a
<br />n/a
<br />BCDL 10.0
<br />Code FBC2017/TPI2014
<br />Matrix -MS
<br />Wind(LL)
<br />0.48 14-15
<br />>965
<br />240
<br />Weight: 454 lb
<br />FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
<br />3-6,6-8: 2x6 SP 240OF 2.0E BOT CHORD
<br />BOT CHORD 2x6 SP 240OF 2.0E
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-8-0, 9=0-8-0
<br />Max Horz 2=124(LC 6)
<br />Max Uplift 2=-1452(LC 8), 9=1451(LC 8)
<br />Max Grav 2=3103(LC 1), 9=3100(LC 1)
<br />FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-7489/3365, 34=9940/4553, 4-5=9935/4549, 5-6=11434/5230, 6-7=9917/4541,
<br />7-8=9922/4545, 8-9=7480/3361
<br />BOT CHORD 2-18=2972/6857, 17-18=2968/6823, 15-17=5043/11434, 14-15=5043/11434,
<br />12-14=5043/11434, 11-12=2964/6816, 9-11=2968/6849
<br />WEBS 3-18=-79/699, 3-17=-1606/3669, 4-17=692/561, 5-17=1768/785, 5-15=0/420,
<br />6-14=0/421, 6-12=-1789/795, 7-12=-684/558, 8-12=-1601/3657, 8-11=-79/700
<br />Structural wood sheathing directly applied or 3-10-5 oc puriins.
<br />Rigid ceiling directly applied or 10-0-0 oc bracing.
<br />NOTES-
<br />1) 2-ply truss to be connected together with 1 Od (0.131`xW) nails as follows:
<br />Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
<br />Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
<br />Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
<br />2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
<br />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />3) Unbalanced roof live loads have been considered for this design.
<br />4) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=58ft; L=39ft; eave=5ft; Cat.
<br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
<br />5) Provide adequate drainage to prevent water ponding.
<br />6) All plates are MT20 plates unless otherwise indicated.
<br />7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />8) ' 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 />9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It --lb)
<br />2=1452, 9=1451.
<br />10) "NAILED" indicates 3-1 Od (0.148'W") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
<br />11) 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 />7-0-0, and 297 lb down and 326 Ib up at 3141-0 on top chord, and 378 lb down and 113 lb up at 7-0-0, and 378 lb down and 113 lb
<br />up at 31-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
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<br />.� �.� cam'••,40
<br />No 34869
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<br />Julius Lee PE No.34869
<br />MITek USA, Inc. R. Cart 6634
<br />6904 Parke East Blvd. Tampa FL 33610
<br />Date:
<br />June 12,2020
<br />ndard
<br />AWARNiNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 1010312015 BEFORE USE.
<br />Design valid for use only with MITek® 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 lot stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
<br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMMI Qu"W Cifterla, DSB 89 and SCSI Building Component
<br />6904 Parke East Blvd.
<br />Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
<br />Tampa, FL 36610
<br />
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