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Job Truss Truss Type Qry Ply
<br /> nsssses
<br /> 87944837 A07 ROOF SPECIAL 5 1
<br /> Job Reference o tional
<br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M7ek Industries,Inc.Mon Nov 02 10:07:20 2D15 Page 1
<br /> ID:J_msDg2DfjlzazPvMSacSgyeNTY-OkA�zp4EvtcLZzBqtLuylJhsaHsHH8XT865b9syNGXL
<br /> i1-0-0, 7-7-0 15-0-0 22-5-0 30.0-0 31-0-0
<br /> �-ao �a-o �-s-o �-s-o �-�-o i-ao
<br /> Srale=1:55.2
<br /> 6x12 MT20HS I I
<br /> 5.00 12
<br /> 4
<br /> 20 Z�
<br /> 5x6% Sx5�
<br /> 3 5
<br /> 9 5x10=
<br /> m
<br /> 1.Sx8 STP= �9
<br /> 8 "'
<br /> � 1 Z 2x4 I� 6 � Iq
<br /> 12 11 �� �
<br /> 2.50�12 3x8 11 ,
<br /> 3x5= Sxfi= 3x4 II 3x8�
<br /> 7-7-0 �5-1-12 16-4-0 22-5-0 30-0-0
<br /> � 7-7-0 � 7-6-12 1-2� 6-1-0 7-7-0
<br /> Plate Offsels fX Yl- f2:0-0-10.Edqe1 f3:0-3-0.0-3-41 f5:0-2-8 0-3-41 f6•0-0-9 Edge.],_j6•0-1-10 1-7-3] [9�03-8 0-3-4] [12•03-0 0-3-0]
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.30 8-9 >999 240 MT20 244/190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.71 8-9 >507 180 MT20HS 187/143
<br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.32 6 n/a n/a
<br /> BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:149 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins.
<br /> BOT CHORD 2x4 SP M 31•ExcepY BOT CHORD Rigid ceiling directly applied or 6-9-15 oc bracing. Excep[:
<br /> 411 2x4 SP No.2 10-0-0 oc bracing:9-11
<br /> WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9
<br /> WEDGE MiTek recommends that Stabilizers and required cross bracing
<br /> Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
<br /> Installation uide.
<br /> REACTIONS. (Ib/size) 2=1190/0-8-0,6=1164/0-8-0
<br /> Max Horz 2=-141(LC 10)
<br /> Max Uplift2=-468(LC 12),6=-457(LC 12)
<br /> FORCES. (�b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-19=-2217/837,3-19=2086/857,3-20=-2814/1006,4-20=2724/1017,4-21=-2756/1003,
<br /> 5-21=-2846/993,5-6=-4040/'1492
<br /> BOT CHORD 2-12=663/1960,4-9=-455/1737,8-9=-1308/3766,6-8=-1299/3773
<br /> WEBS 3-12=-652/363,9-12=-703/2085,3-9=-0/600,5-9=-1178/605,5-8=0/293
<br /> NOTES-
<br /> 1111111
<br /> 1)Unbalanced roof live loads have been considered for this design. `����� J��/��
<br /> 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,,�� �PS A• q�e�i,�
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-D,Exterior(2)15-0-0 to ,� ��e•'C E N .9 i�
<br /> 16-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions � � ' � S•�'• �/ �
<br /> shown;Lumber DOL=1.60 plate grip DOL=1.60 : �� �' � � � ��
<br /> 3)All plates are MT20 plates unless otherwise indicated. � N 0 39380 _ �
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �
<br /> 5)'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 will � • * �-
<br /> fit between the bottom chord and any other members. � �
<br /> 6)Bearing at joint(s)6 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity �� � r,�
<br /> of bearing suRace. �r ' E ..�L�
<br /> 7'6=457e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=468, � �� O. � \�`�
<br /> i�'�• � OR1 � ,,
<br /> 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ s ` ,�
<br /> /��,tS�O N A'(G\`�
<br /> Thomas A Albani PE No.39380
<br /> Mffek USA,Inc.FL Cert 6634
<br /> 6904 Parke East Blvd.Tampa FL 33610
<br /> Date:
<br /> November 2,2015
<br /> �WARNING-Verity des7gn pa2meters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.f0/07/2015 BEFORE USE. ��'
<br /> Design vafid for use only with MTekC�connectors.Thk design is based only upon paramefers shown,and is for an individual building component,not'
<br /> a iNss rystem.Be(ore use,the 6uilding designer must venfy}he applicobility of design parometers and properly incorporote ihis design into fhe overall
<br /> building design.eracing indicafed B to prevent buckling of individual huss web and/or chord members only.Additional temporary and pertnanent bracing MiTek•
<br /> is alwoys required for sfabilify and fo prevent collopse wilh possible personol injury and properfy damoge.For general guidance regarding ihe
<br /> fobricafion,storage,delivery.erection ond brocing of tn�sses ond truss systems.see AN51/iPll�ualfly Criferla,DSB-89 ond BC51 Building Component 6904 Parke East Blvd.
<br /> Salety Informolion available from Truss Plofe Insfi}ute.218 N.Lee Streef.Suite 312.Alexandrio,VA 22314. Tampa,FL 33610
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