Laserfiche WebLink
�.-.1i ' �7mss - �TrussTypo -Oty 'Ply lcyniwanars � <br /> it20:035 l:q ��OUG[NPOST '� � �Jpb Rele�enCO(oPt�onal) <br /> !'roDUWNLnpiM.aMnpla'.WA98:27 - � . . .72:AtAp21A0111hTekYWusmes.t¢. 1YeEFo0291�:�1022012Va�e <br /> IC.iif:C.`.�I:Mna.:Th'N8mZR8z1,N2D'IVVEccD09iniwuODBbIXEpe1PVWC�bOLC2BIBLrgD11 <br /> 5 6 5 �p.p.p 14�5�11 , 20�0�0 . <br /> - 565 . - . . 4511 4511 545.. <br /> $tab.1.31. <br /> SxG <br /> 3 <br /> 500�.12 • �I��''.- . <br /> aa�, � � �� � � .;� z"° - <br /> 2 � a <br /> �_ <br /> � / I �c`. . <br /> � Tz <br /> � T1 � <br /> o ��� � -'��.�� � � . <br /> / WJ <br /> � : . <br /> d�' � // s <br /> � .' / 6a � �L � —�— � . <br /> - � <br /> _ „1 <br /> ,a� ' ei , <br /> .. , _—__ � : <br /> , d. n.. . _ . _ -_. .____—_-___.__._._______'. _ _ . _ . -. ._ ' <br /> _ ____ -__ 6 5�6' <br /> . '��'Sdi - BM8 <br /> 10-0�0 20�0-0 , <br /> . __-_ .__.-_ . _ . __.____ ._. __..__. <br /> � 20�0-0 .. _ .. _ .. . . _ . <br /> Plalo Oflsets.(X,Y) �1 0 2_8,0�28],15:0�2-8,0 2 8],��6:Od�0.Od-B] - - -- _ . _ - --� -- - --- -- .- . <br /> - _ _ _ - _- , . __ <br /> _ . __ - ___ - .___ __—_- <br /> --� --_ . . ... _� : - i <br /> LOADING(psp �i SPACING 6-0-0 I CS1 I� � DER in (loc) udell Vd PLATES GRIP <br /> TCLL 25.0 � Plates Incroaso 1.15 TC 0.55 Vetl�LL) -0.14 0 >999 240 I MT20 185/148 <br /> �C�LL 0.0 �� R p Slrossrinc�� �NO � WB 0.61 � Horz'(TL) OA�7 5 5 �Na �Na ��, <br /> �GOL 1.0 �i Coda IRC2009/TPI2007 I� (Malnx) I� ,, Woighl:931b FT=20°b <br /> _ . _ .___. . __ __. . . __._ _. . . <br /> _ -. ____ _ - ____-_ . . <br /> . _. . _.__ _'_ . ...___. ._ ___ . .._ <br /> LUMBER BRACING <br /> 70P CI10RD 2 X 6 HF No.2 TOP CHORD 2�0-0 x purlins(3�73 maz.�. <br /> BOT CHORD 2 X 6 HF No2 BOT CHORD 8�0�0 oc bracing:1•5 <br /> WEBS 2 X 4 HF SWNSId JOINTS 1 8raco at Jqs):3 <br /> REAC110NS Qb/siza) 1=1817l0�5�8 (min.0�3�0),5=1817/0-5�8 (min.03�0) <br /> A1ax Hoa 1=-92(LC 5) <br /> hlaz Upli1�1=-;28(LC 4�,5=-428(LC 5) <br /> FORCES (Ib)-Mat.CompJMax.Tan.-All loreos 25�(Ib)or less except whan shown. <br /> TOP CHORD 1-2=3594l816,2�3=-2537/595,3-4=-2531/595,4-5=3594/817 <br /> DOTCHORD 1�6=-744l3120,5�6=�654/3128 <br /> WEBS 2�6=�11341410,3-6=-248/999,4-6=-1134/412 � <br /> NOTES <br /> 1�Unbalancod rooi liva loads have baen eonsidored for Ihis design. <br /> 2)Wind:ASCE 7�05;BSmph;TCDL.3.Opsl;BCDL=0.6ps1;h=2511;Cat.I;Er.p B;enclosod;MWFRS Qow�riso)gablo ond zono;Lumbor �.� <br /> DOL=1.33 plam gnp DOL=7.33 . <br /> ;,�Tho bottom chord doad load shown is sulficieni only�o covnr�ho truss waight ilsell and doas no�allaw lor any atlditional load�0 6e <br /> added lo tho botlom ehord. , . <br /> 4)Oead loads shovm includo welght of truss. Top chord dead load of 5.0 psf(or Iess)is not adequate lor e shingla rool. Archiloct lo veny <br /> adoquacy ol top choN doad load. � <br /> 5)Provitlo mechanical connalion(by othurs)ol Iruss lo bearing plale capablo oi withstantling 1001b uplift a��olnt(s)oxcnpl Qt•Ib)1=428, , <br /> 5=428. <br /> 6)This Iruss i:dosignod in eccordanca wilh the 2009 Inlernational Residonlial Codo sections R502.11.1 and R802.102 and relerencad <br /> 5landard ANSIRPI 1. <br /> 7)'Somi�rigitl pitchbrcaks with fixM hools'Mombor ond fixity modol was usod In Iho analysis and dasign ol this Iruss. �� <br /> LOAO CASE(S) S�anJard , <br /> � � <br /> , <br />