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' <br /> Jab Tn�ss Tn�s TYPa Qh �Y MeUO R@m01�Ih�0 BOhnB POInHN011L.S <br /> ' 88p27R R1GZ SPEqAL 1 <br /> 3 ,�� <br /> Uniwetsal Faest PioduQs-Pia�rt 378.Mfm��MN 68284 8200 s Apr 28 2005 NHl'ek U�ries.Inc.Thu,I�31 1230:17 2008 Page 1 <br /> , 1-� 3�A� , 7�-B � 11�-01 � 13�-7 � 14� <br /> � 1-0�9 2-2-12 413 413 2-2-12 1-0-8 <br /> Srsle=1 <br /> Bz14 N020= <br /> � 8z74 N�20= <br /> 2c4lIm20 I I <br /> 3 4 � 8 <br /> ' '�� <br /> 6�N020� VIS Yls 1�A�O�� <br /> 1 8 <br /> ' 2 � � ' N <br /> 1 <br /> I� <br /> � ,� „ � e l�l� <br /> ' 13 <br /> 4�B IY�10= �t6�_ �t611�Z0= <br /> 8 <br /> 10.OD� <br /> ' 14 <br /> 3u4 k�o I I <br /> r <br /> 1-1.9 3-0� , 7dr8 , 11511 13-9-7 1411-0 , <br /> ' 1 1� 2-2-12 41�3 413 2-2-12 1 1� <br /> Piete Offsefs : 1:47-8 :0-7-0 0-2-3 5:0-7-0 a2-3 :a10-0 0-2-7 <br /> ���'� SPACING 2-0�0 CSI QEFL in (loc} I/d�l Ud PLAIES GRIP <br /> TCLL ��0 Rlates I�se 1.15 TC 0.40 Vert(LL) -0.02 11 � 240 Npi� 197/144 <br /> ' (Roof Srtav--40.0) ��1� 1.15 BC 0.45 Vert{TL) -0.03 91 � 1� <br /> TCDL 10.0 R�Streas Irnx Id0 WB 0.58 Horz(R) 0.01 7 Na n/a <br /> BCLL 0.0 �8 �RC2000/ANSI85 (Matrbc) Weight 265 Ib <br /> BCDL 10.0 <br /> LUN�ER �tACONG <br /> ' TOP CHORD 2 X 4 SPF No2 TOP CHQRD Sh�tl�ed or 8-0-0 oc pu�6r�, except er�d ver�c�ls. <br /> BOT CHORD 2 X 4 SPF No.2'ExoepY BOT CHORD Rig�oelh�g�red�r appGed w 10-0-0 oc braane, Exc�ept <br /> B2 2 X 8 SYP DSS 6-40 oc bracing:8-8. <br /> WEBS 2 X 4 SPF No.3'6coepY <br /> WB 2 X 8 SPF No2 <br /> , REAACTIONS pb/sizs) 14=1094/Q-38,7=5111i43-8 <br /> NAax Haz 14�8(load case 4) <br /> N�c UpGR14=82(bad case 4),7=830(load c�e 3) <br /> ' FORCES (fb)-Ma�dmum CompressioNMe�dmum Ter�sion <br /> TOP CHORD 1-14=1018N38,1-2=1502/201,2�1803/184,3-4=1915YL36,45=1915/xi8,S��f269,6-7=5330/658, <br /> 7�871/10 <br /> BOT CHORD 1314=103/84,12-13=21?J1104,11-12=-180/1244,1411�233/1944,a10=-411/3507,&�227/40 <br /> ' WEBS 1-1�126/1012,2-1�158/55,2-12=1Q3/135,3-12=10/232,311=147r/�i,411=-450/120,S11�Bd4U, <br /> 51�113l1126,�1�1749/252,&�37912�8,7-8--448/3784 <br /> N07ES <br /> 1)Special connec3ion required bo distribute web loads equally betvween ep pGes. <br /> , 2)3-P�Y tr�s bo be crorm��ogather Wflh 0.131"�f3"Nei��fOpavs: <br /> Top chords wnneded�follo�:2 X 4-1 ro�v at 0-9-0 x. <br /> Bofbom dw�con�as follaws:2 X 4-2 ro�ws at 0-4-0 oc,2 X 8-4 rows at 0-4-0 oc. <br /> Webs connecxed�follaNa:2 X 4-1 row at a9-0 oc,2 X B-3 rows et 0-4-0 oc. <br /> 3)All laads are cat�.aldered equaAy applfed to e0 pG�.�coept if noted as froM(F�ar badc(B)t�m t�LOAD CASE(S)se�ion. <br /> Pty�o py conrrectlons heve be�provided to distribubs only loads notad as(F�or(B).wless oih�wise ir�d. <br /> ' 4)Wind FSCE 7-0��mph;h=25ik TCDL=5.Opsf BCDL=5.Opsf;Category II;Exp B:endosed:MV4FRS gable�zor�; <br /> cenUlevw left ar�rbgM a�d;�d v�l leR erM rigM e�d:Lumber DOL=1.00 ptate grip DOL=1.�. <br /> �TCLL•ASCE 7-0�PF-�0.0 P����)��BaY����P B:P��Y�;Cr 1 <br /> 6)Thb tr�s t�been chedced for uniform�r load ony,exoept as rroUsd. <br /> �Pro�ride adequa�e drair�ga to preverK w�er ponding. <br /> ' 8)This tr�s has been�grted ta�a 10.0 psf bottom chord Me bed nonconamerrt wNh arry ott�Ifire Irnads. <br /> 9)Bearing at joint(s)14,7�r�siders pereAel to grain value using ANSUfPI 1 angb to grain fortnuta. Buildv�g des�ner�muld <br /> �BfiY�P��Y of bearfr�g siuf8ce. <br /> 10)Provi�mec�anrc�l cbltr�cti�(by oUteB}af trt�s to beerirlg pla6e capable of witlts�sr�ding 821b upiift at jaM 14 and 830[b <br /> uplift at joirrt 7. <br /> ' ' ale of chord end flrst of verticel vwee sFreA rrot exceed 0.5�in. <br /> ' <br />