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� Job Truss Truss Type QtY P�Y
<br /> nssassz
<br /> 87944837 B03 COMMON � �
<br /> Job Reference o tional
<br /> ProBuild, Planl City,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 0210:07:23 2015 Page 1
<br /> ID:J msDg2DfjlzazPvMSacSgyeNTY-RJrZcB6Co_wQRtPYURfwyJPAUsKU(Rvr4hGIByNGXI
<br /> -1-0-0 6-5-3 9-8-0 72-10.13 19-4-0 20-4-0
<br /> 1-0-0 6-5-3 3-2-13 3-2-13 6-5-3 1-�
<br /> Scale=1:35.6
<br /> 4x4=
<br /> 4
<br /> 5.00 12 2x4�� 2x4 �i
<br /> 3 16 17 5
<br /> 15 18
<br /> 6
<br /> 2
<br /> y� , . e = ,.sxe ' jo
<br /> o � e
<br /> e e 8 e e
<br /> 3x5= 5x8— 3x5=
<br /> 9-&0 19-0-0 _
<br /> i
<br /> 9-8-0 &&0
<br /> Plate Offsets(X Y1— f2•0-1-6 Edael f6•0-2-8 Edqel f8�0-4-0 0-3-01
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
<br /> i TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.11 8-11 >999 240 MT20 244/190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.29 8-11 >790 180
<br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a n/a
<br /> BCDL 10.0 Code FBC2014lTPI2007 (Matrix-S) Weight:81 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
<br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
<br /> WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br /> REACTIONS. (Iblsize) 2=769I0-&0,6=769/0-8-0
<br /> Max Horz 2=-94(LC 10)
<br /> Max Uplift2=-326(LC'12),6=-326(LC 12)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-15=-1180/545,3-15=-1121/562,3-16=-923/443,4-16=-915/453,4-17=-915/453,
<br /> 5-17=-923/443,5-18=-1121/562,6-18=-1180/545
<br /> BOT CHORD 2-8=-403I1035,6-8=-423l1035
<br /> WEBS 4-8=-209/548,5-8=2961274,3-8=2961274
<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=lDBmph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ``�0��,11►����,
<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 9-8-0,Exterior(2)9-8-0 to 12-8-0 ``� S A. /��
<br /> zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,`�O�P` q�e �j�,
<br /> Lumber DOL=1.60 plate grip DOL=1.60 �� .� ' G E N � �
<br /> 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. �� � ;��� `s�`�•.2j ��
<br /> 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec[angle 3-6-0 tall by 2-0-0 wide will � �
<br /> fit between the bottom chord and any other members. � nl O 39380 ___��
<br /> 5)Provide mechanical conneclion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b)2=326, �
<br /> 6=326. � 7!� �
<br /> 6)This truss design requires that a minimum of 7/16°sWclural wood sheathing be applied directly to the top chord and%°gypsum =-�; �
<br /> sheetrock be applied directly to the bottom chord. � A E •��u�
<br /> e� '
<br /> � � �
<br /> ��i��s.� � R,Q� .������
<br /> ♦
<br /> .,�`�,S;O N A'��,,
<br /> Thamas A Albani PE No.39380
<br /> Mffek USA,Inc.R Cert 6634
<br /> 6904 Parke East Blvd.Tampa FL 33610
<br /> i Date:
<br /> November 2,2015
<br /> �WARNING-Verity desJgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Ml1-7473 rev.f0/07/2015 BEFORE USE
<br /> Design vatid tor use only with MiTek�connectors.This design k based only upon parameters shown,and is for an individual building component,not
<br /> a truss system.Before use,}he building designer musf verify ihe applicability ot design parometers and properly incorporote fhis design into ihe overoll ��+
<br /> building design.Brocing indicoted is to prevenf buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
<br /> Is always required for stability and fo prevent collapse with possible personal injury and property damage.For general guidance regording ihe
<br /> fabrication,storoge,delivery,erection and bracing of trusses ond fruss systems,see AN51/iPll Ouality Criteria,DSB-89 and BC51 BuOding Component 6904 Parke East Blvd.
<br /> Sofefy Intormation available from Truss Plate Institufe,218 N.�ee Street Suite 312,Alexandrio,VA 22314. Tampa,FL 33610
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