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Job Truss Truss Type Qty Ply
<br /> nssassa
<br /> 07944837 CO1 Hip Girder 1 7
<br /> Job Reference o tional
<br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Indusiries,Inc.Mon Nov 0210:0725 20'IS Page 1
<br /> ID:J_msDg2DfjlzazPvMSacSgyeNTY-NizJ 1 XBNjPEeflOogvl77NPf61YgyZ5CINAMq4yNGXG
<br /> -1-0-0 7-0.0 &8-0 1&8-0
<br /> 1-0-0 7-0-0 2-8-0 7-0-0
<br /> Scale=1:30.8
<br /> 4x8=
<br /> 4x4=
<br /> 3 15 4
<br /> 5.00 12 _
<br /> m
<br /> 5
<br /> � Z =
<br /> 1.5 P= 1. �
<br /> 0
<br /> i B e 8 7 'I6 6 e
<br /> e °
<br /> 2x4 II 3X4 3x4=
<br /> 3x5= 3x5 =
<br /> �-o-o s-e-o ��-e-o i
<br /> �-o-o z-e-o �-o-a �
<br /> Plate Offsets(X Y1— f3•0-5-4 0-2-01 �
<br /> LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.07 6-8 >999 240 MT20 244/190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.19 8-14 >999 180
<br /> BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(fL) 0.06 5 n!a n/a
<br /> BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:66 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins.
<br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 8-7-14 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 /> REACTIONS. (Ib/size) 5=1155/0-8-0,2=1201/0-8-0
<br /> Max Horz 2=72(LC 7)
<br /> Max Uplift5=332(LC 8),2=-392(LC 8)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-3=-2244l573,3-15=-2049/586,4-15=-2049/586,4-5=-2271/587
<br /> BOT CHORD 2-8=-436/2002,7-8=-435/2024,7-16=-435/2024,6-16=-43512024,5-6=-44912027
<br /> WEBS 3-8=0/520,4-6=0/515
<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=42psf;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 ``,��������fO�,
<br /> plate grip DOL=1.60 ��� S A. /�/
<br /> 3)Provide adequate drainage to prevent water ponding. ,`o O�P q�e Oj�,
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� • �E � �
<br /> 5)'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 o ��,•'��G N S�`•,,�jj ii
<br /> fit between the 6ottom chord and any other members. � �
<br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift a[joint(s)except Qt=1b)5=332, � N O 39380 _—�
<br /> 2=392.
<br /> 7)"Semi-rigid pitchbreaks with fixed heels"Memher end fixity model was used in the analysis and design of this truss. � * �
<br /> 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 Ib down and 88 Ib up at 7-0-0, �-9; �
<br /> and 87 Ib down and 88 Ib up at 8-4-0,and 144 Ib down and 157 Ib up at 9-8-0 on top chord,and 355 Ib down and 41 Ib up at 7-0-0,and ��, E � L�
<br /> 65 Ib down at 6-4-0,and 355 Ib down and 41 Ib up at 9-7-4 on bottom chord. The design/selection of such connection device(s)is the ��,r r � � �
<br /> responsibility of others. �'.+�1 ��
<br /> 9)In[he LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �����s•� � R ��!•`•��j���
<br /> 1)DeDad+A R os'L ve(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,���5��N A�'�e,��o
<br /> Uniform Loads(plfj Thomas A.Albanl PE No.3938D
<br /> Vert:1-3=-54,3-4=54,4-5=-54,9-12=-20 M(fek USA,Inc.R Cert 6634
<br /> Concentrated Loads(Ib) 6904 Parke East Bhrd.Tampa FL 33610
<br /> Vert:3=-87(B)4=-144(B)8=-355(B)6=-355(B)15=-87(B)16=-41(B) Date:
<br /> November 2,2015
<br /> �WARNING-Yeri/y des7gn parameters and READ NOTES ON THIS AND/NCLUDED MITEK REFERANCE PAGE MI1-7173 rev.10/07/2015 BEFORE USE. �*��
<br /> Design vafid for use only with M7ekc�connectors.This design is based only upon parameters shown,and is tor on individual building component,not ��b
<br /> a huss sysiem.Before use,fhe building designer must verify ihe appticability of design porameten and propedy incalporote this design info the overall ��f�
<br /> building design.Brocing Indicafed'a to prevent buckling of individual iruss web and/or chord members only.Additionol temporory ond permanent bracing MiTek•
<br /> is always required for sfabiiity ond to prevenf collapse with ponible persanal injury and property damage.For general guidance regording ihe
<br /> fobricafion,sforoge,delivery,erection ond brocing of frusses ond fruss systems,see AN51/TPII�uality Crlferia,U58-B9 and BC51 BuOding Componenf 6904 Parke East Blvd.
<br /> Sotety Informofion ovoilable from Truss Plo�e Institufe,218 N.Lee Sheet,Suite 312.Alexondria,VA 22314. Tampa,FL 33610
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