Laserfiche WebLink
' <br /> .rob Tnsa Tn�sa Tme �Y PN Metro RemodeUng/3220 Bohns PoirWNUi�LS <br /> ' 8�27R I�G1 SPECIAL 1 1 <br /> Job Ref�e9xe <br /> uN,�ersa�Frnest Pioaucts-Plma 376�Mmneo��a1N 5B28a e2oo s npr�zo0.5 a6Tek Ina,�trDes�u�c.mu.1�31 oJ1sm5�10a Pese 1 <br /> , 1-111 , 3�-0 , 8�8�8 � �2-13 , 12.1-02 , 1&8�d 21�7 <br /> ' r <br /> 1-111 1�-16 Z-9-7 2-�7 3-1-18 8-1�6 3-33 <br /> 9eaie=1• <br /> ' Bn811�0 <br /> �c8 d020= <br /> 10.00� g P 7 <br /> , a <br /> �ana o�m= <br /> � s�nz�o= �ce ae�. <br /> s.0 u aca�n � a � <br /> ' s P a s <br /> YKi � I� <br /> ' 2 � a� <br /> � ��=,8 � ,3 ,� „ ,o s c1� <br /> � ���� ��- �� �<�- �,��� <br /> ,�,z�— <br /> � <br /> 1-01-0 3�&0 �� 9-2-13 12d-02 18�� � 21�7 <br /> ' 1-11-0 1518 2-9-7 2-9-7 3-1-18 6-0-8 333 <br /> Piate Olfsels : �0-3-7 E :0-8-0 a2- :43-0 a2-1 :0-4-0 Q1-4 <br /> L���G� SPACA�'a 2-0-0 CSI DEFt. in (loc) Udefl L/d PLA7ES GRIP <br /> TCLL 4U.0 P�y�� 1.15 TC OJO VeR(LL) -0.48 1&14 �555 240 M1120 197H44 <br /> ' (RoofSrm�0.0) ��Irn� 1.15 BC 0.67 Vert(R) -0.691&14 >370 1� <br /> TCDL 10.0 R�Str�s Irrcr NO WB 0.96 Horc(R) 0.� 8 Na n/a <br /> BCLL 0.0 Code IRC2000/ANSf95 (Matrbc) Weight 1041b <br /> BCDL 10.0 <br /> LUIMBER BRA(:OYG <br /> ' TOP CHORD 2 X 4 SPF No2`E�t' TOP CHORD Sh�or 2-0-6 ac Fwrfuis, �t�d v�Is. <br /> T7 2 X 8 SYP DSS,T2 2 X 4 SPF 1�F 1.5E,T4 2 X 8 SPF No2 BOT CHORD Rigfd aeifmg dUedty appiied or 10-0-0 oc tr�adng. <br /> BOT CHORD 2 X 6 SPF No2'E�a;epP <br /> B1 2 X 6 SPF 2100F 1.8E <br /> WEBS 2 X 4 SPF No.3`Except' <br /> ' W3 2 X 4 SPF No2 <br /> REAC710NS (Ibola¢e) 1=1274/Q3-8,�127T10-3-8 <br /> N�x Fiaz 1=111(load case 4) <br /> , Ma�c Up6ft1=75(loed cese 3),�-59(l0�c�se 3) <br /> FORCES (Ib)-Me�dmum Ter�fon <br /> TOP CHORD 1-2---437�/4,2-3=-4495/275,3-4=-5/11l335,45=5711/335,58--2898/1�,&7=2055f121,7�1295/80, <br /> ��0/27 <br /> ' BOT CHORD 215=248/4330,1415=248/4435,1314=3�6,12-1�10l8643,11-12--�5/978,10-11�5/878, <br /> �70=0/82 <br /> WEBS 31�18/847,51�228/30,5-12---07331226,612�-1011082,7-1r�9/1224,7-1��BJ84,8�1�78/980, <br /> 414=245lB4.314=�4/1339,514=�ii9/30 <br /> ' NOTES <br /> 1)Wind:ASCE 7-0�90mph;h=25t�TCDL=S.Opsf;BCDL=5.Q�F,Category II;E�B;ericlosed;MWFRS gable�zo�; <br /> carrtflev��ft ar�d r�ht expa�d�end verdcal I�t end rigM e�ed;Lufnber DOL=1.00 p{a0e grip DOL=1.�. <br /> 2)TCLL:ASCE 7-Ox Pf--40.0 P����')��B�Y����P B:Partla�Y E�-:Ct=1 <br /> 3)This fiivsa F�been c#reGced for uniform anow load only�mccept�noted. <br /> 4)Prov�e ad�te drain�e to pr�nt water por�ing. <br /> , s B�ing�loinK�1�B�eparallel 9�ai�va��H ustn9 ANS�en9�e UO 8�m f�ormula. Bu�7 desigr�r ahaikl verify <br /> capacaly of bearing surtec;e. <br /> �Provide mechanical�nnecxion(by oThers)of truss tc bearin9 PIaOe c�pabte of witl�nding 751b uplift at joint 1 and 59 Ib upfrtt <br /> at)aunt s. <br /> ' 8)Gap belween ireide of iop chmd b�ring artd lbst d�gortal or vertical web sFmA rwt�cceed 0.5�in. <br /> LOAD C�1�(S) SYandard <br /> ' <br /> 1 <br />