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' Jab Truss Truss Type Qty Ply
<br /> T7593603
<br /> 87944837 HJ7 Diagonal Hip Girder 2 1
<br /> Job Re(erence o tional
<br /> ProBuiid, Plant City,FL,33563 7.640 s Sep 29 2075 MTek IndusVies,Inc.Mon Nov 02 10:07:31 2015 Page 1
<br /> I D:J_msD g2Dlj IzazPvM SacSgyeNTY-CsKaHaD7J F7n Ng Ux09aXFefmTjfFM F95gJd h2kyN GXA
<br /> -t-Sa 5-&1 9-10.1
<br /> 1-5-0 5-8-1 4-1-15
<br /> 4 Scale=1:21.1
<br /> 3.54 12 �3
<br /> 3x4%
<br /> 3
<br /> 12
<br /> 11
<br /> 2
<br /> � 1 1.
<br /> Q 14 15 � 16 6
<br /> � 6•
<br /> 2x4= 2x4 II 5
<br /> 3x4 =
<br /> 5-&1 310.1
<br /> 5-8-1 41-15
<br /> Plate Offsets fX.YI— f2:0-3-4.0-0-91
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 6-7 >999 240 MT20 244/190
<br /> TCOL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 6-7 >999 180
<br /> BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a n/a
<br /> BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weigh[:40 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing.
<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 /> I '
<br /> REACTIONS. (�b/size) 4=111/Mechanical,2=395/0-8-D,5=334IMechanical
<br /> Max Horz 2=167(LC 8)
<br /> Max Uplift4=-81(LC 8),2=-199(LC 4),5=86(LC 4)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,
<br /> TOP CHORD 2-11=-736/166,1 1-1 2=-72 611 81,3-12=-694/184
<br /> BOT CHORD 2-14=-264/696,14-15=-264/696,7-15=-264/696,7-16=-264I696,6-16=-264/696
<br /> WEBS 3-7=01278,3-6=-761/289
<br /> NOTES-
<br /> 1)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;
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60
<br /> plate grip DOL=1.60 ,`,���������'
<br /> 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi[h any other live loads. ���� S A, �//�
<br /> 3)•This Vuss 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 `,� �P q�e A��
<br /> fi[between the bottom chord and any other members. �� ��••''�E�''• ,9 �i
<br /> 4)Refer to girder(s)for truss to truss connections. o� ��,•�\C' N S�••,�j �s�
<br /> 5)Provide mechanical connecGon(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=1b)
<br /> z=tss. � No 39380 _ �
<br /> 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �
<br /> 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 Ib down and 46 Ib up at 1-4-'I5, � ;
<br /> 22 Ib down and 46 Ib up at 1-4-15,7 Ib down and 42 Ib up at 4-2-15,7 Ib down and 42 Ib up at 4-2-'15,and 46 Ib down and 66 Ib up at =-fl•
<br /> 7-0-14,and 45 Ib down and 65 Ib up at 7-0-14 on top chord,and 29 Ib up at 1�-15,29 Ib up at 1-4-15,9 Ib down and 6 Ib up at 4-2-15 � � �
<br /> ,9 Ib down and 6 Ib up at 4-2-15,and 35 Ib down a[ 7-0-14,and 34 Ib down at 7-0-14 on bottom chord. The design/selection of such "� - E �'�L�
<br /> connection device(s)is the responsibility of others. i�.0.,[� , � �
<br /> 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��� `-s•� Q R�0,`• ;��,
<br /> 1)D ad+AR os)Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,,���S�r�iii Ae,,,,� `
<br /> Uniform Loads(pl�
<br /> Vert:1-4=-54,5-8=-20 Thomas A.Albani PE No.39360
<br /> Mtfek USA,Inc.R Cert 6634
<br /> 6904 Parke East Bhrd.Tampa FL 3361 D
<br /> Date:
<br /> November 2,2015
<br /> �WARNING-Venfy deslgn parame[ers and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.!0/03/7015 BEFORE USE.
<br /> Design valid tor use only with Mi7ekC�connecfors.This design is based only upon parameters shown,and Is for an individual building component,noi
<br /> a huss system.Before use,fhe building designer musf verity}he applicabiiity of design poramefers and propeAy incorporate ihis design into the overali � �•
<br /> building design.Brocing Indicated is to prevenf buckling of individual tniss web and/or chord members only.Addifional femporary and permonent brocing MiTek'
<br /> is always required for stability ond to prevent collopse with possible personal injury ond property damage.For general guidance regording fhe
<br /> fabricofion,sloroge,delivery,erection ond brocing of frusses ond truss systems,see AN51/TPII puality Criferia,DSB-89 and BCSI Butlding Component 6904 Parke East Bivd.
<br /> Salety Informatlon available from Truss Plote Ins�ifufe,218 N.Lee Stree�,Suife 312,Alexandria,VA 22314. Tampa,FL 33610
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