Laserfiche WebLink
' <br /> .bb Tniss Tnisa TYDB �Y �Y M�o RemOdBling/3?20 Bolttx P061tlNIHILS <br /> ' 8�27R R1B SPECIAL 1 1 <br /> .Wb R� <br /> umve�sm r-aes��-�n�e.nnwre�,n�nv�s2ea szoo s ry,rze zo�n�urex mm�s,Inc.Thu Jmi 3109:12a�8 2008 Page 1 <br /> , -1-0-0T� 3�4 , 7�-8 , 11$12 13&7 , 1411-0 ,1611-0, <br /> ' 1-0-0 1-1� 2-2-11 41� 41d 2-2-11 1-0-8 1-0-0 <br /> 3ca�=1 <br /> Bx8 N�O= <br /> , �c8 l�10 <br /> 4x4 N�O= <br /> 4 r 6 6 <br /> a <br /> ' ��� 4u81Yl�ii <br /> �tt6 Nffi0�� <br /> U1�6 Y116 <br /> �� T d <br /> 3 ,�B E�D- <br /> � � B <br /> , 2 8 <br /> � �s u �, e Ia 1� <br /> , � ��- ��_ <br /> �n�= axs ewxo= <br /> as �°'°°� <br /> �ca n�u �ca�o n <br /> ' <br /> 1-1�8 3.4d 11�8-02 13�-7 1411-0 <br /> ' 1-0� 2-Z-11 &2� 2-2-01 1-1� <br /> Plate OBsets : 4:0-4-1 Ed :0-4-1 E e <br /> LOADp�(pa� gPA(�I6 2-40 CSI DEFL "m (loc) i/d�i Ud PU4TES GR� <br /> TCLL 4U.0 p��na�e 1.15 TC O.T/ V <br /> (Roof Snomir�0.0) ��mber Irrcx� 1.15 BC 0.48 V�LL� �.�12-13 � 240 AAII� 187H44 <br /> ' TCDL 10.0 ert(R) -0.1712-13 � 1� <br /> scu o.o R�st�ir,�r r�s ws o.a� Hoa�� a.os �o � r,� <br /> BCDL 10.0 � IRC2000/ANSI85 (M� yy¢ig�g7� <br /> LUI�ER BRACBdG <br /> ' TOP CHORD 2 X 4 SPF No2 TOP CHORD Sheatl�ed or 5-38 oc pur6ns, exoept end v�ls. <br /> BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid oailing direc�iy applied or 8-0-0 oc bracing. <br /> WEBS 2 X 4 SPF No.3 <br /> ' �►croNs mv�> ���a3-e,��aa-s <br /> N�t H�c 15=-91Qoad cese 3) <br /> Ma�t U�ft'15=58(bad case 4),1�58(load c�e 3) <br /> FORCES M)-Mmdmum CompressioNMebrtwm Ter�aton <br /> ' TOP CHORD 21�901/125,1-2=0/73,2-�1 W4H88,3-4=-7139J107,45=889NO2,5-8=899!/4,�7=1739l74, <br /> 7�-1094/72,&8=0-0/73,&1��1l61 <br /> BOT CHORD 1415=-88H08,1314=185�00,12-13=171l1234,11-1r�,1411=7�38 <br /> UVEBS 214=103/782,314=125/42,313=75J94,413'�/352,''r13=-004H41,rrlr-1{04/140,612--0/352, <br /> 7-12--35/84,7-11=12510,�11=301782 <br /> , NOIES <br /> 1)Wind:ASCE 7-0�9Qmph;h=251t TCDL=5.Opsf;BCDL=5.�Sf�ory II;E�B;erx�o�d;MY4FRS gable�td zor�; <br /> carrttlever�ft ars!r�ht�cposed�end vertical left arM riBM e�ed�Lumber�L=1.�ptafie grip DOL=1.00. <br /> 2)TCLL ASCE 7-Ox P/--40.0 Paf(flat�oof snaa)�CategaY���E�B�PeNaQY E�.�Ci=1 <br /> ' s)rhts m�s t�been dredced tor unifmm anow�oad ony�exoept�noeed. <br /> 4)This tr�s F�s be�d�igr�ed for gr�er of min ioof INe bad of 76.0 psf or 1.�Brt�s flat roof load of 40.0 psf an overtmr�gs <br /> non-�rtwrrent Yaitlt oUrer�re loads. <br /> 5�Provide adeq�drair�ge to prevern water por�ng. <br /> 6)This truss has been de�gr�ed for a 10.0 psf bottam choM Ifve load nonwncxnrerrt vvitlt arry ofh�five loa�. <br /> ' ���8�1�(s)15,10 considers perallel to grahi vel�►�sing ANSUTPI 1 ar�le to grain fom�ula Bu�7dmg desigr�should <br /> verifY�P�h�of bearhig surfa�. <br /> S)Provlde m�r►bcel cbnr�on(by otlters)of truas to beering p�te capable of wiVfsiartding 58 Q�up4ft at joint 15 er�d 58 Ib <br /> uplift at jaint 10. <br /> LOAD CASE(3) Siandard <br /> ' <br /> , <br /> ' <br />