Laserfiche WebLink
�.n <br />26J 5 <br />""'�] <br />S:a'�c = 1 15 B <br />L@=P_— _ . __ __� <br />._... .__ — 9.40 — —___— . <br />PlatnO�iseis(X.Y)'..(2�0-2-0.EdgeJ .. .- --___--- — _ <br />LOADWG(psp SPACING 2-0-0 TCSI � DEFL in (bc) UOeil IJO �I PLATES GRIP <br />TCLL 25.0 Ptaleslnuease 1.15 TC 0.40 Ven�LL) -0.�6 L7 >999 P40 MT20 185/148 <br />TWL 100 LumEerinuease 1.15 8C 021 '�. Vetl(TL) -0.17 1-7 >578 1B0 � <br />BCLL OA' II RepSlressinu Yes WB 000 � Hoa�TL) 000 4 Na nla �. <br />BWL BO I CoOeIRCY009RP12007 (Malrir) WeighL1B10 FT=20%• <br />_ �_' . _ _ -__I—_— — _.._ <br />'___ ___- ..________. <br />_' —_--_ _— _— _-___ ._ —_ <br />LUMBER BRACING <br />TOP CHORD 2.( 4 HF No2 70P CHORD S�mcturel wooE sheat�ing tlirecty apnlieC or 6-0�0 oc putlms <br />BOTCHORD 2%4HFNo2 BOTCHORD RigiCceihngOireqlyapD��edor1P40ocbrecing. <br />REAC710NS (Ibls�zc) 5=288�65-8 (min.0-L8�,4=7BBi45�e (mm. U�1-8) <br />Max Horz 5=14(LC 4) <br />Max UpIfi5=-7(LC 5). a=-71LC fi) <br />FORCES (Ib�-Idax-Comp/MaM.Ten-Aulorres25o�lblorlessezceptwnensnown <br />TOPCHORD 1-2=-394/40,2-3=-33N40 <br />BOTCHURD 7-3=9133 7 <br />NOTES <br />1) UnCalaneeG mol livn IoaCs �ave been consitleretl lor ll�is tlesgn �ple entl icne, wnttlever <br />2� Wintl: ASCE 7-05; BSmph; TCOL=6 Gpsl. BCDL=4 Ppsl, h=2511. Cat d, Exp �, enciosea, MKFRS Ilow�nsc� 9 <br />letl antl right ezposeC ; entl veniwl letl antl ng�� expose0, Lum�er DOL=1.73 plate qrip DOL=1 33 <br />3) Ttlis Wss has been CesigneC for a IDA psl �ottom Chortl live loatl nonfAnwrtent wrth any at�er live loads. <br />a� • T�is truss has been designetl br a Ine loatl o/20 Ops1 on Ihe bultom chord in all areas xTere a rectangle &60 tall by 20.0 wide win <br />IA between Ne �otlom chorA anE any o��ef inem0ef5. <br />5) Provitle mechaniral connec�ion (Ey others) ol iruss to Ge.:n'tg plale capaole ol wilhstan0ing 1001b upIAI al joint(s) 5. d <br />6� T�is Iruss is tlesignetl in accoreance with the 2009 Inlernalional Residential Code seclions R502.11.1 and F802.70 : ana relerencetl <br />slan0ara AN51/TPI 1. <br />7) "Sem4rigitl pMchbreaAs wnli fuea �eels" IdemOer ena L.ity mctlel was iuea in Ne awlysii ond design of �nis iru;s <br />LOADCASE�S) Slon�arE <br />�p$P.PIi U�,I'� <br />�W151�s �.c� <br />May 2,2013 <br />4 yyqq�ry�M.y�nrya���gnpsmmCounareaCnNesonlnnirvisDeupoOrr«inqaMircl+CeaDrJRekrene5neal�evCilt�pelomuve0espn <br />vaidlormewnM1MiTNwnneapplatefonlyTMsaev9nisEaxem)'uponV���'^��«���"'n.an4nbr�nnUrviCualDuuGn9romponemPpD4tapney �I � �j <br />OI OlS�j� p�flTCifft lId P�OM! II�WI�lWq1101111I COfll(q�l1�1 if lCSpJ11MdIR/ DI WiWTf Cl4�'I[t OI CMMf 011M �Nt�ll �f4 i�f��lkl. IIINN f0511�i11 <br />C<Lgf.alron5 SMwn WI iMinEual wGC �N NOrp IIIcmOefi efe IIX f-0RIp�GSLM EuW nq ONy. nM 10.9ul.0'nq YYO��y Ll�UnO AUO�qn�� ItRlp011ry IOSFIYN <br />C!jaWIE 910 ¢S� �-V� 9 ��� SN <SO ��Ily 11� � Y lel P4�L IplTldnM�U �] gtl101M��� p011� OMIiOL�Jqurt �` <br />v e C Y It �.dJ JCe �9 e x tin.t � F g. 9� � ceiry aM0 9nisipo �Y .1 C .4 �1Y nVclxm�a6e. <br />.<��'e � i�<v�« . .,�-..,o��, ..»��,.�srtrno..n-a,e�ancsiie�o-.��com� � yir�,',. i� i.�. mm . CONSULTIKQl�C <br />..: sn .,i ..-,. ,e-,...y,,,�ry wm � . . .. . . _. <br />