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Job TN55 TtussType Qty Pry �ennett Building Sysfems 316
<br /> 79092 - P910608 lCIPlGPOST 1 1 �
<br /> Jab e n o 1 i
<br /> Unlvarsal Fo�esl Producls Inc.,Gmnd Replds,MI q9526,Peggy Beckatt 7.G70 e Jan 292015 MITek 4Mu5IHes,Inc.Frl Ju177 09:28•78 2015 Page 1 017 i
<br /> Cap�righQO�095 93niv�a�s�1�'oP��g l�roduc�,inc.�a91��g�s�s�es�rv�d
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<br /> LOADING(psQ SPACtPdG- 2-0-0 CSI. DEFL In (Inc) Udell L/d PLATES GRIP
<br /> TCLI 20.0 PlateGripOOL 125 TC 0.30 Verf(LL) 0,05 1-2 �999 240 M7gp Zqq��gp
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.05 1-2 >999 180
<br /> BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a Na
<br /> BCDL 0.0 CodeF8C2014/TP12U07 (MaUix) Weight:271b FT=Ok
<br /> Wt�aBER- BRACtPIG
<br /> TOP CHORD 2x6 SP No.2 TOP CHORD SWctural wood shealhing directly appUed or 6.0-0 oc purlins. (p]
<br /> BOTCHORD Wgid cetdng direcllyapptted or 10-0-0 oe braeing.
<br /> REACTIOMS. p6Jslze) 1=3001038(min.0.1-8),3=30010.3-e(min.0.1-8)
<br /> Max Ho21=1016(LC 1),3=-7016(LC 1)
<br /> Max UpIIft1=268(LC 6),3=268(LC 6)
<br /> F0RCE5. pb)-Ma�cimum CompresstoNMazlmum Tension
<br /> TOP CHORD 1-2=1047/t345,2�3=1047N345 :
<br /> NOTES (8)
<br /> 1)Th(s Wss has been checked far unifortn roof Ihre bad only,excepl as noted_
<br /> 2)Wind;ASCE 7-10�VUIhiqOmph(&second gust)Vasd=108mph;TCDL=4.2psf;BCDL=D.Opsh,h=30R;CaL II;Exp C;EncL,GCpi=0.18;MWFRS(envelope)gehie end zone and GC E�derior(2)zone;C•C
<br /> for mem6ers and foroes flMWFRS forreaclipr�s shown;Lumbar DOL=1.60 plate gdp ODL=1.6D
<br /> 3)The bottam chard dead load shown Is suHiclent only ro cover fhe W ss waight ILset�and dces not allow for arry addidonal load lo be added W Ihe 6ot(om chord.
<br /> 4)°Thls Wss has been designed for a Ilve load of 20.Opsf on the bottom chard In all areas where a teclangie 3-6-0 tall by 2•0-0 wide will fif between Ihe bottom chord and any ofher mambers.
<br /> 6)Pravide mechanical conneclion(by olhers)of W ss W bearing plate apable of wilhstanding 2681b pplfR at joint�end 288 @ uplifl at Jotnt 3.
<br /> fi}ProvMe support to reslst a hotizantal force a(1016N al Jolnts 1 and 3. E-SignBd by KeVin Ff88I11an
<br /> 7)Beveled piete w shGn required(o provide fuil6earing surface with huss chord at jolnt(s)1,3.
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<br /> a Iruss desfgn is excylable undet lhe locelly edoptad buiWing code resl wilh Ihe huilding otfiGet ordosignaled appoin(ee.
<br /> � WARNING -�/�ri�jr a'asiga�parametevs ana�R�D RlO��S UNversat Fotest Products,Inc. 2801 EASTBELTLINE RD,NE
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<br /> fabricalion,qualli ycanlml,abrage,de4very,aredlon ond brar.Fng,wnsult BCSI 7�06 from Ihe Wood Truss Caunc➢o(Ame&a and Tmss Plate InsUlute Recommendation avaia6to
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