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' <br /> ,lob Tnias Tnffis TYPe eh P�Y M@U'O RelllOd0lhtgP3n0 BOhnB POh1UMHILS <br /> , 88027R R1G1A SPECU4L 1 <br /> 3 ,�,� <br /> Urti�al Fare�Pioduc�s-P�rtt 379.MfnneWa.NqV 58184 8200 s AR28 200.5 MBTe�c U�dt�ries,I%Tlw.I�31 1230:17 2008 Page 1 <br /> , -9-0-0� 138 � 6473 , 9S3 13-7-00 � 1411-0� <br /> ' r <br /> 7-0-0 1.3� 417 417 417 138 <br /> Scaie=7 <br /> ' gzg I�O— <br /> 8�A7.B AA018�� <br /> ' �r8 M�= �c4 i�ZO= <br /> 10.00� �A�O= 3 � 4 8 8 <br /> d yyq yyq � <br /> � Z I� <br /> � „ ,o e l�l� <br /> � ���� ��- <br /> ��- 8 <br /> , 13 70.00 12 <br /> �cd Nffi011 <br /> ' <br /> 1-1�8 &413 9-63 13�-7 1411-0 <br /> ' 1-1� 43d 417 434 1-0� <br /> Plete Offseffi :a3-0 a2-1 8:1�-8 0-2 120-2-1 a31 <br /> ������ SPACING 1-40 CSI DEFL in (loc) Udefl Ud PLATES GRIP <br /> TCLL 4U•0 p��� 1.15 TC 0.11 Vert(LL) -0.0810-11 � 240 MIY20 187/144 <br /> , (Roof Srro�40.0) ��myer Increase 1.15 BC 0.28 V <br /> TCDL 10.0 ert(TL) -0.9010-11 �9 180 MII18 127/82 <br /> BCLL 0.0 Rep Streas Ina NO WB 0.17 Horz(R) 0.02 7 Ma Na <br /> BCDL 10.0 Cade IRC2000/ANSI85 (Mebix) Weight 1851b <br /> LUIM�ER �tACO�G <br /> ' TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheatt�ed w 60-0 oc�ufins, �coept�d ve�ats. <br /> BOT CHORD 2 X 4 SPF No2`ExcepP BOT CHORD Rig�c�t7mg c5redt�r appGed or 10-0-0 oc bradng, Exc�ept <br /> B2 2 X 8 SPF No2 8-0-0 oc braang:12-13. <br /> WEBS 2 X 4 SPF No.3 <br /> ' REAC710NS (Ib/s¢e) 13=749f0.3-8.7�86/0.38 <br /> Max Haz 13=34(laed c�se 4) <br /> AAa�c UpGft13=-B6(b�c�e 4),7=85(load c�se 3) <br /> ' FORCES (Ib)-Ma�dmum CompressioNAAaximum Ter�fon <br /> TOP CHORD 2-1�75�/103,1 2a0P37,2-�-1274/1�,3-4=-947l149,4�2536/345,5-�-880/118,8�7=106.5/131, <br /> 7�158/15 <br /> BOT CHORD 12-13=�88/34,11-12--3732888,10-11=373�,9-1�-348/2538,��1/47 <br /> WEBS 2-12=155/1132,312�7M582,412�175?J238,411�/157,41�133/28,�1�0/136,5�-1707PL38, <br /> , 6�1/�3,7-�143/1058 <br /> NO7ES <br /> 7)3ply truss to be conneded together wffh 0.131"�3"Neils�foAorvs: <br /> T�dm�ds c�rre�d es foAows:2 X 4-1 ro�v at a9-0 oc. <br /> ' BotOom chor�conrteded�follows:2 X 4-1 rwv et a9-0 oc,2 X 8-2 rows at 4a0 oc. <br /> Webs ow,r�ted�rouows:z x a-1 row at aao oc. <br /> 2)All loads aie cor�idered equally epplied to aU plies�exaept(f noted as front(F�w badc(B)f�e in q�e LOAD CASE(S)secfion. <br /> Py to ply cortrrectior�.a have been pnovided to disMtwte ortly laads��(�or(B).unless oih�Ndse in�ceGed. <br /> 3)Wmd:ASCE 7-Ox�mph;h-�tK TCDL=5.OpsY,BCDL=S.Opsf Caflegory II;Exp B;ern�o�d;MWFRS�ble�d zorre; <br /> carmlever left arid ri9ht a�;�d v�l left ertd right e�d;Lumber DOL=1.�plate grip DOL=1.�. <br /> , 4)TCLL:ASCE 7-0�PF40.0 Psi(flat rooF srroMv)�CetegaY����P B��N�.;CY-1 <br /> �This tr�a has be�c�edced for un(form srrow load ony.exoept�noted. <br /> 8)This truss has been desfgrred tor greet�of min mof Qve load of 18.0�f or 1.00 tlrr�flat roof load of 40A psf on overt�ar�gs <br /> nan-0oncatrtent wiTh otlrer Qve loads. <br /> �Provide adequa�e dreir�ge to Prevent vwater Pond'm{�• <br /> ' 8)This truss has been deaigrred for a 10.0 psi bottom c�md Me load rrortconamert with arry oCrer li�e lae�. <br /> 9)All ptat�are MT20 plates unt�s oUieavv�e indiceted. <br /> 10)Bearing et jaird{s)13,7 wnsiders paraUel to grain value using ANSIlfPI 1 a�le to grain formula Buiid'mg designer�Id <br /> �Y�Pa�Y of bearing surface. <br /> 11)Provide rr�Fren�el wnr�ecdon @Y otttars)of tr�s to b�ring plate capable ofwithstendir�g SB ib up6ft at joint 13 artd 85 Ib <br /> � 2 <br /> ' <br />