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J4� =�5 T`��'r�'e °ty P�' Benneit Building Systems 3'16
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<br /> Unlv¢rsnt FatPst Products tn¢,Graad Rnpkis,Po!I q952b,Peggy BocKa@ 7:650 e Jan 20 2AS5 M(Tek tndusirIss;lnc.Fr!Ju!t�0�:2H:18 20i5 Paga t of i
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<br /> Piete f3ffsets 2:0-3-4 0.4-
<br /> LOA�ING(psq SPACtNG- 2A-0 CSL GEFL in (loc� Udeq Vd PIA7ES GFtlp
<br /> TCLL 20.0 Plate Gdp OOL 725 TC 0.30 Vert(LL) 0.05 t-2 >999 240 MT20 244119D
<br /> TGDL 7.0 LumberDi�L 1.25 BG 0.00 Vert{TL) -Q.45 1-2 >999 180
<br /> SGL� 0.0` Rep Slross tncr YES WB 0.06 Norz(f1) 0.06 n/a Na
<br /> 6CDL 0.0 CodoFBC2�14lTPI20Di (MaUix) Waighl:271b FT=O%
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<br /> TOP CFtOftD 2x6 SP No.2 70P CHOR[3 Structural wood sfieathing direclly opplted or 6�D-D oc puii(ns. (P)
<br /> 80T CHOF�� Wgid celling directly appllad or 10-0•0 oc bracing.
<br /> REItCTtONS. (Iblslxe) 1=300/0-3�8 (min.0-1-8),3=300l4-3-8(min.0•1-8)
<br /> Mari Horz 1=10i6(LC i},3=-t0i8(�C'1}
<br /> Pvfax UptiR7-269(lC 6},3=2$8(LC 6}
<br /> FORCES. (ib)=Maxtmum CompressianlMaxlmum 7ension
<br /> TOP CHORD �-2=i047tt345,2-3=30q712345
<br /> PIOTES- (8)
<br /> i)This Wss has been checked for uniform roof Ilve Ioad oniy,except as inoled.
<br /> 2)Wind:ASCE 7-10;Vult=i40mph{&socond gust}Vasd=109thph;TCDL=d.2pst;BCDL D.Opst;h=9Dh;Cat.il;Exp G;Enc!„6Gpi=4.18;MW FRS(enveioFtej ga6la end 2nne snd C-C Exisdot{2}zonfl;C-C
<br /> tar memhers and fnrces&PhWFRS for teac.lion§sfirnm:iumber OO��i.&0 p(ate grip 40�-1.60
<br /> 3j The bultom chqrd dead la'sd ehown fs su(ficlent anly to wver Iho Wss woight ilself and does not elbw/or any additional load m be added to the boilom chord.
<br /> 4)'This truss has beon designed for a live load af 20.Opst on the bottom chord In all areas,where a recNangle 3-6.p tall by 2-Od1 wide wiA fit hehveen Cho battom chord and any other mem6ars.
<br /> 6)Pmvtcfe mechanka!cronneCGan{by others}of truss to beating pfata capahfa nf wlihstanding 268}b up1iR at fn£nt 1 and 2S9 ib npiift at Jaint 3. -
<br /> 6)Pravlde suppatt to resfst a horizanta!force'ai 9018Ff at ja3ttts 9 and 3. E-Sigil@d by K6V�n FlBBITian
<br /> 7)'8evgied piale or;shim required to provide full headng sudaco with truss chord e!Jo1nt(s)1,3.
<br /> fl)Da52d on P910605.Updalecl eodc. ��,��`41�B�!p f p pd�
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<br /> ��4�f�/.,��%�,1...:�, S�tan Nr�. �..�G} -�?,;,� ���G'��1������a�� •. e No 56254 :
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<br /> The profossional an�ineering seal Indicales Ihsl o Ilcensod profossional hos mvlowed tha design under lhe stondsrds raferonced edlhln Ihls documenl, ��20/2D15
<br /> nof necossarily the cunenl slale bull�nc�codo.The ongfneadng seel is aat un npproval to use!n a spsciflo stnte.The tinel dgterminarinn on wheihar
<br /> a�n�ss desigo is accapfable undar iha Iocaiip edopieti butiding cede rest wiih ihe Ftultding aitctat or doslgnsied eppolnteer.
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<br /> �, WAF2NIiVG ��@f0�j/Q��S�91PP Q)�!'c'7I►1�QBI'S a'�88�f7�����"DT�S Universal Foresi Products,Inc. 2E3D1 EASTBELTLINE RD;NE
<br /> Truss shaq not ba cutbr modified tiv4ftrout appmvst of U�Q trvss design anginuar.
<br /> RHONE(816}364-6161 F/UC(61G}-3S5-�OBQ GttAN4 RAP1D5,Ml A9525
<br /> fi'ss camponent hss onty6nnn desFgaed fotiha icada notnd on this drawing.GonsfrucUon and 1'dting farcas t�avo not boen wnsiderpd.The buAder is responsihia
<br /> for Iin;ng molhods and syslem dask�n.Bu�fer responsibSdies are dofined underTPN.This derslgn ls baeed only upon paremeleB shown,and is for
<br /> un ind'rvidual 6wtdMg mmponeM ta bo insle0ed nnd laadod veAically,Appllca6Jity ai deaign paramotars ond prapor IncarporaUoo ot componant is rasponsibpity of bullding
<br /> dnsignor-nflt hus9 designe(,8racing shavm is Tar Ialerol anppoii of ln�iividaat u�e6 members onSy.AddHiana!tompflrary braa[ng to Erisum sta6�lity dnring coastmqzarr `
<br /> ts the respansbHity o(the aredoc Addiilonsi poimanQnt bradng ot tha overell sW cturo is Iha responsibffity of IFio 6uL�ding deatgnnr.For genaral gutdonco repording
<br /> fabriceHon,quaf�ty cantral,etorage,dopvery,araction ond bracing,mnsult BCSI 1�06 from the Wood Truss Counc�otAmodp and Truss Platu InsGiuto Recommendalion ava�a6lo
<br /> fromYYS'CA,630D Enterpriso LN,hladison,W I5371�J J:isnppcAlM'dak5up�ltumptateslu(p.ipe
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