|
Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30641476
<br />TTH126-132
<br />T01
<br />Hip Girder
<br />2
<br />Job Reference (optional)
<br />6unaers rimiooUrce t I ampa, r-L), I ampa, rL - SSbb4, d.oSU s IN v 1 `J zuzz MI I eK meUSrrles, Inc. vvea May Z4 11:zz:Ub zuz3 rage 1
<br />ID: tPuYCeVfQTfYt30C?ZvfnpzlG U H-RfC?PsB7OHg3NSgP gnL8w3u ITXbGK WrC Doi7J4zJ C?f
<br />-O-Q 6-2E 11 4-12 16-5 6 21-6-0 26-6-10 31-7-4 36-9-10 43-0-0 Q4-0-0
<br />i-0-d 1--216 5-2 6 5 0 10 510-10 5-0-10 5-0-10 5-N 6-2-6 -0
<br />5.00 12 6x8 =
<br />2x4 II
<br />3 21 22 4 23
<br />4x8 = 7x8 = 4x8 =
<br />24 5 2526 27 6 28 2930 7 31
<br />2x4 11 6x8 =
<br />32 8 33 34 9
<br />Scale = 1:73.6
<br />5x8 = 20 35 36 19 37 38 1817 39 40 16 41 42 1514 43 44 13 45 46 12 5x8 =
<br />2x4 11 5x8 = 7x8 WB = 4x8 = 2x4 11 5x8 = 2x4 11
<br />2x4 I 7x8 WB =
<br />ii
<br />36-9-10
<br />43-0-0
<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 NO
<br />Code FBC2020ITP12014
<br />CSI.
<br />TC 0.57
<br />BC 0.35
<br />WB 0.72
<br />Matrix-SH
<br />DEFL. in
<br />Vert(LL) 0.82
<br />Vert(CT) -0.96
<br />Horz(CT) 0.13
<br />(loc) I/deft Ud
<br />16 >625 240
<br />16 >534 180
<br />10 n/a n/a
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 531 lb FT = 20%
<br />LUMBER- BRACING -
<br />TOP CHORD 2x4 SP No.2 `Except` TOP CHORD
<br />Structural wood sheathing directly applied or 4-4-13 oc purlins.
<br />3-6,6-9: 2x6 SP No.2 BOT CHORD
<br />Rigid ceiling directly applied or 8-1-10 oc bracing.
<br />BOT CHORD 2x6 SP M 26
<br />WEBS 2x4 SP No.3
<br />OTHERS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 10=0-3-8
<br />Max Horz 2=-94(LC 6)
<br />Max Uplift 2=1645(LC 8). 10=1722(LC 8)
<br />Max Grav 2=2532(LC 1),10=2602(LC 1)
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-5972/3778, 3-4=-8812/5811, 4-5=-8810/5809, 5-6=-11509/7662, 6-7=-11509/7662,
<br />7-8=-8924/5934, 8-9=8926/5936, 9-10=-6152/3976
<br />BOTCHORD 2-20=-3371/5458, 19-20=-3370/5475, 17-19=-7061/10896, 16-17=7061/10896,
<br />15-16=-7123/10952, 13-15=-7123/10952, 12-13=3553/5641, 10-12=3554/5625
<br />WEBS 3-20=0/450, 3-19=2515/3773, 4-19=495/505, 5-19=2340/1584, 5-17=0/383,
<br />5-16=-539/717, 6-16=-447/498, 7-16=-454/644, 7-15=0/383, 7-13=-2267/1515,
<br />8-13=-495/505, 9-13=-2451/3705, 9-12=0/449
<br />NOTES- (11)
<br />1) 2-ply truss to be connected together with 1 Od (0.131"x3") 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 />This Item has been
<br />Webs connected as follows: 2x4 - 1 row at 0-M oc.
<br />electronically signed and
<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 />sealed by Velez, Joaquin, PE
<br />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />using a Digital Signature.
<br />3) Unbalanced roof live loads have been considered for this design.
<br />4) Wind: ASCE 7-16; Vuk=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat.
<br />Printed copies of this
<br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
<br />document are not considered
<br />DOL=1.60 plate grip DOL=1.60
<br />signed and sealed and the
<br />5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />signature must be verified
<br />to the use of this truss component.
<br />6) Provide adequate drainage to prevent water ponding.
<br />On any electronic copies.
<br />7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />lo,grda vel- PE 1e.69182
<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 />Wiek Inc. DBA 3B2ek USA FL C'en 6634
<br />will fit between the bottom chord and any other members.
<br />16021 Swingley Ridge Rd.
<br />ckearer6ew, afo u3o17
<br />9 Provide mechanical connection b others of truss to bearing late capable of withstanding 1645 lb uplift at joint 2 and 1722 lb uplift
<br />(Y ) 9 P P 9 P 1 P
<br />Dare:
<br />at joint 10.
<br />May 25,2023
<br />A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
<br />.
<br />Design valid for use only with Mirek® 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 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 ANSYMI Quality Criteria, DSB-89 and BCSI Building Component
<br />16023 Swingley Ridge Rd
<br />Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
<br />Chesterfield, MO 63017
<br />
|