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• Job Truss Truss Type Qty Ply nsssss3 87944837 B04 COMMON 3 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek IndusVies,Inc.Mon Nov 02 10:07:24 2015 Page 1 ID:J_ms Dg2Dfj IzazPvMS acSgyeNN-vVPxpB7kz56n2 bSb6ByuS9sZpuC W D6 g33kQpleyN GXH -�-o-o s-s-s s-e-o '12-10-13 is�-o 1-0-0 ES-3 3-2-13 3-2-13 &S3 Scale=1:34.8 4x4= 4 5.00 12 2x4�� 4�� i 3 15 16 5 17 '14 6 2 � .x8 1.Sx8 jo o e e �. � e e 3x5= SxB= 3x5= 9-8-0 19-4-0 � 9-8-0 9-&0 Plate Offsets(X Yl— f2•D-2-8 Edqel f6•0-1-6 Edqel f7�0-4-0 0-3-01 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.11 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.30 7-10 >778 180 BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014liP12007 (Matrix-5) Weight:79 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 6=715/0-&0,2=770I0-S-0 Max Horz 2=95(LC 11) Max Uplift6=262(LC 12),2=-326(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1182/553,3-14=-1124/569,3-15=-9251444,4-15=-917/454,4-16=-918/462, 5-16=-925/452,5-17=-1126I572,6-17=-1183I562 BOT CHORD 2-7=-447/1037,6-7=-441/1039 WEBS 4-7=-219/550,5-7=299/275,3-7=-296/274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,` ��S�A"I�� 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 9-5-0,Exterior(2)9-5-0 to 12-5-0 �� S 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 A��' Lumber DOL=1.60 plate grip DOL=1.fi0 �� ' G E N• 9 � 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. `� '� ;��,� S�C`�•.2j �� 4)'This Vuss 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 � � fit behveen the bottom chord and any other members. � N 0 393 80 __�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withs[anding 100 Ib uplift at joinl(s)except Qt=1b)6=262, � ; �� 2=326. � • � 6)This truss design requires that a minimum of 7H 6"sWctural wood sheathing be applied directly to the top chord and%°gypsum =-fl o sheeVock be applied directly to the bottom chord. � . ,�� �.- E . L. . ` �� . : ��,�' .,<.p R 1 O, ��,� •,�S'S��N AA E�J��e Thomas A Albani PE No.39380 Mffek USA,Inc.R Cert 6634 6904 Parke East Bfvd.Tampa R 33610 Date: November 2,2015 �WARNING-Ve�fy des7gn parameters and READ NOTES ON 7HIS AND INCLUDED MITEK REFERANCE PAGE Mlf•7/73 rev.f0/0]/2015 BEFORE USE �*R� Design valid for use only with M1ek�connectots.Thls design k based only upon parometers shown,and is for an indvidual building component,not ��AA a truss system.Before use,ihe 6uilding designer musf verify The applicobility of design parometers and properiy incorporote fhis design into fhe overall ��f building design.Brocing indicafed is to prevenf buckling of indvidual truss web and/or chord members anly.Addifional temporary and permanent bracing 11IIiTek• is always required for stability and to prevent collapse with possible penonal injury and property damage.For general guidance regarding ihe fobricotion,storoge,delivery,erection ond brocing of frusses ond fruss systems,see AN51/TPI7�uality Crlterla,DSB-89 ond BC51 Buliding Componenf 6904 Parke East Blvd. Sa(ery Information ovoiloble from Truss Plo�e Institu�e.21 B N.Lee Sireei,Suiie 312.Alexandria,VA 22314. Tampa,FL 33610