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Job Truss ITru"p. City Ply [MAANTENANCE BLDG
<br /> T13144392
<br /> J18-0171 A01 Common Supported Gable 1' 1
<br /> Reference(optional)
<br /> DJ Trussses Unlimited,Inc., Lakeland,FL 33803 8.130 s Sep 15 2017 MTek Industries,Inc. Mon Feb 5 13:11:27 2018 Page 1
<br /> ID:TQx5ASkhXSeMXq?S4sYyMKzsYKk-OQ1meU5FEroV?clGvaP5vd6pbsuhsSxyz2uE4wzoAgU
<br /> 1-0-0 915-0 18-10-0 19-10-0
<br /> 1 10 9-5-0 9-5-0 1-0-0
<br /> Scale=1:33.4
<br /> 4x4=
<br /> 6
<br /> 4.00 12 7
<br /> 5
<br /> 21 22
<br /> 4 8
<br /> 0
<br /> 3 9
<br /> 20 23
<br /> u> 2 10
<br /> 0
<br /> 0
<br /> X X X X X X::::::
<br /> XXXXXXXY
<br /> 3x4= 19 1s 17 16 15 14 13 12 3x4=
<br /> 34,=
<br /> 18-10-0
<br /> 18-10-0
<br /> LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 11 n/r 120 MT20 2441190
<br /> TCDL 10.0 LumberDOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 120
<br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a
<br /> BCDL 10.0 Code FBC2017frPI2014 Matrix-S Weight;79 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins.
<br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> OTHERS 2x4 SP No.3
<br /> REACTIONS. All bearings 18-10-0.
<br /> (lb)- Max Horz 2=42(LC 11)
<br /> Max Uplift All uplift 100 Ill or less atjoint(s)2,17,18,19,14,13,12,10
<br /> Max Grav All reactions 250 lb or less atjoint(s)2,16,17,18,14,13,10 except 19=261(LC 21),12=261(LC
<br /> 22)
<br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.
<br /> II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-5-0,Comer(3)9-5-0 to
<br /> 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions
<br /> shown;Lumber DOL=1.60 plate grip DOL=1.60
<br /> 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
<br /> Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1.
<br /> 4)All plates are 2x4 MT20 unless otherwise indicated.
<br /> 5)Gable requires continuous bottom chord bearing.
<br /> 6)Gable studs spaced at 24)-0 oc.
<br /> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconctjrrent 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. This Item has been
<br /> 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s)2,17,18,19,14, electronically signed and
<br /> 13,12,10. sealed by Albani,Thomas, 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;coppies.
<br /> Thomas A.Alban!PE No.39380
<br /> Well USA,Inc.Fl.FL CM 6634
<br /> 690d Parke East_Blvd.Tampa FL 33810
<br /> Date;
<br /> February 5,2018
<br /> WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE M11-7473 rev.10103,2016 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 /r
<br /> building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing SIT@k•
<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 ANSVTPII Quality Criteria,DSB49 and BCSI Building Component 69D4 Parke Fast Blvd.
<br /> Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
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