|
Job
<br />Truss
<br />Truss Type
<br />Qty
<br />Ply
<br />T30256135
<br />TTH23-26
<br />T06A
<br />Hip
<br />1
<br />1
<br />Job Reference (optional)
<br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Thu Apr 6 08:43:46 2023 Page 1
<br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-SEAoYzx7Ay7pOm IYCk6DRsBtoN17h8jRr241UtzTUjh
<br />-i1-0-Q 6-6-0 12-4-3 1812-6 24-9-10 30-7-13 36-6-0 43-0-0
<br />-0- 5-10-3 5-0-3 6-7-3 5-10-3 5-10-3 6-6-0
<br />5.00 12 5x6 =
<br />6 19
<br />5x8 =
<br />720
<br />Scale = 1:75.6
<br />3x8 = -1/ LL 26 "Ib 15 L4 14 1.5 Lb Lb lL 3x6 —
<br />3x4 = 4x6 = 3x8 =
<br />3x4 = 46 =
<br />3x4 =
<br />9 5 2 18-2-6 24-9-10 33-6-14 43-0-0
<br />9-5-2 8-9-5 07--3 8-9-5 9-5-2
<br />LOADING (psf)
<br />SPACING-
<br />2-0-0
<br />TCLL 20.0
<br />Plate Grip DOL
<br />1.25
<br />TCDL 7.0
<br />Lumber DOL
<br />1.25
<br />BCLL 0.0
<br />Rep Stress Incr
<br />YES
<br />BCDL 10.0
<br />Code FBC2020/TPI2014
<br />LUMBER -
<br />TOP CHORD 2x4 SP No.2
<br />BOT CHORD 2x4 SP No.I
<br />'Except'
<br />13-16: 2x4 SP No.2
<br />WEBS 2x4 SP No.3
<br />REACTIONS. (size) 2=0-3-8, 11=0-3-8
<br />Max Harz 2=253(LC 11)
<br />Max Uplift 2=-944(LC 12). 11=857(LC 12)
<br />Max Grav 2=1873(LC 17), 11=1822(LC 18)
<br />CSI.
<br />DEFL.
<br />in (loc)
<br />I/deft
<br />L/d
<br />TC 0.87
<br />Vert(LL)
<br />-0.4012-14
<br />>999
<br />240
<br />BC 0.98
<br />Vert(CT)
<br />-0.70 12-14
<br />>734
<br />180
<br />WB 0.99
<br />Horz(CT)
<br />0.20 11
<br />n/a
<br />n/a
<br />Matrix-SH
<br />PLATES GRIP
<br />MT20 244/190
<br />Weight: 221 lb FT = 20%
<br />BRACING -
<br />TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc puffins.
<br />BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except:
<br />5-7-5 oc bracing: 14-15.
<br />WEBS 1 Row at midpt 7-15
<br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-3=-3935/2089, 3-5=-3693/1971, 5-6=2725/1611, 6-7=2483/1560, 7-8=2734/1605,
<br />8-10=-3710/1974,10-11=-3954/2108
<br />BOTCHORD 2-17=-1844/3753, 15-17=-1514/3165, 14-15=-1112/2483, 1 2-14= 1504/3011,
<br />11-12=-1842/3589
<br />WEBS 3-17=-333/332, 5-17=-192/687, 5-15=820/522, 6-15=-297/754, 7-14=-298/837,
<br />8-14=-823/525, 8-12=-217/693, 10-12=338/353
<br />NOTES- (8)
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) 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 />II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-3-10, Interior(1) 3-3-10 to 18-2-6, Exterior(2R)
<br />18-2-6 to 24-3-6, Interior(1) 24-3-6 to 24-9-10, Exterior(2R) 24-9-10 to 30-7-13, Interior(1) 30-7-13 to 42-10-4 zone; cantilever left and
<br />right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
<br />plate grip DOL=1.60
<br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
<br />to the use of this truss component.
<br />4) Provide adequate drainage to prevent water ponding.
<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 />will fit between the bottom chord and any other members, with BCDL = 10.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=944, 11=857.
<br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
<br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
<br />Iy
<br />0
<br />This item has been
<br />electronically signed and
<br />sealed by Velez, Joaquin, PE
<br />using a Digital Signature.
<br />Printed copies of this
<br />document are not considered
<br />signed and sealed and the
<br />signature must be verified
<br />on any electronic copies.
<br />J-gefn Velez PE \o.69132
<br />MiTek Luc. DBA 4HIek USA Fi. Cen 6634
<br />16023 Svioglt} Ridge Rd.
<br />Chesrenew, \10 6301,
<br />Date:
<br />April 7,2023
<br />e WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 />Is
<br />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 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 Qualify Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd
<br />Sately Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017
<br />
|