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<br /> Job Tn�s Truas TYPe �Y �Y Met�Remodelitlg/3220 BohnS POirNMH1LS
<br /> , 8�27R Ii2A SPECIAL 1 1
<br /> Job R�ermwe
<br /> Urdvaisal Faest Producfs-Plmrt 378,M§tr�,MN 58284 8.200 s Apr 28 2006 N6Telc Ind�ies,Inc.TYtu J�3109:12a6 2008 P�e 1
<br /> ' ' 1�� 8��3 , 11�68 , 13 2-18 ,1A�89, 18�7 , 19-0 7 21-a7 �2 7�
<br /> 1-11-1 4-8 Z 4-0-2 1�-7 1 2-12 1-11-04 2�-0 2�-0 0.10d
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<br /> 8x12 d�=
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<br /> ' 0 4 6
<br /> &74 r
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<br /> 3x8 AA1120� 8
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<br /> �ca e�= �o.aoL �a e�m u
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<br /> , 1-11-1 , 11�88 13 2-13 ,14dr9, 18.5-7 21�-7 �2 7$
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<br /> ' 1-111 8�-S 1�-7 12-12 1-11-14 s�-o a�a�
<br /> Plate Oflse� 0-413 Ed a:as-o as- s:o-4-� :a�-o az� 12a7�
<br /> LOADMG(pa� gpACO�G 2-0-0 CSI DEFL in
<br /> TCLL 40.0 (�) �defl Ud PLA7ES GRIP
<br /> (Raof Sna�40.0) Plates Iruxease 1.15 TC 0.64 Vert(LL) -025 2-17 � 240 MII� 197/144
<br /> ' TCDL 10.0 �Irttxease 1.15 BC 1.00 Vert(fL) -0.50 2-17 >541 180
<br /> BCLL 0.0 R�Stress Irnx YES WB 0.77 Horc(R) 0.16 11 Na Na
<br /> BCDL 10.0 � IRC2000/ANSi95 (Mab'o� Weight 131 Ib
<br /> LUIY�ER �ACO�G
<br /> ' TOP CHORD 2 X 4 SPF Ido2•Exoept' TOP CHORD Sh��310-7 x purl'u�s, �ccept end ver6ceis.
<br /> T12 X 8 SYP DSS BOT CHORD Rigid oe�'6ng d�tiy appf�d or 10-0-0 x b�acirtp.
<br /> BOT CHORD 2 X 4 SPF No.2
<br /> WEBS 2 X 4 SFF PVo.3
<br /> , REAAC'�IONS (Ibls¢e) 1=134?l43-8,11=1340/0-3-8
<br /> Al�x Haz 1=158{bad case 4)
<br /> Mau Up6R1=39(laad c�e 3),11=11(bad case 3)
<br /> ' WRCE,S (Ib)-M�dmum CompressiaNMaximum Ter�ron
<br /> TOP CHORD 1-2�27,2-�115/133,3-4�2059l76,4S=18T/f91,5�158?182,8�7=132?J87,7�1562/59,
<br /> &�1447/35,9-1�1400/0,1411=1324/0
<br /> BOTCHORD 217=173/2952,1617�9/1808,1&1�58V1�2,141�58H882,1314=18H155,12-13�/1257,11-122�//58
<br /> WEBS 3-17=72H0/120,417�f149,418=386�/,rr18L57J214,&14�118Bf11,�14�-48l705,7-14=74/485,
<br /> ' 7-13�P1'19.�13=154/50,8-12=279J84,�1r 148/50,10-7r-0/1109
<br /> NOIES
<br /> 1)Wh�d:ASCE 7-0Z 90mph;h�5ik TCDL=S.Op�BCDL=S.Opaf;Category II;Exp B;ertdosed;MVVFRS gable end zw�e;
<br /> c�nhlever left and r�ht wcposed��d vertical left end ri9ht exposed:Lumber DOL=1.00 plate grip DOL=1.�.
<br /> , 2)TCLL:ASCE 7--OZ PP-�0.0 P�(f�t roof snaw)�CeOegmY����P B���Y�•�Cr 1
<br /> 3)This truas F�s be�c�eciced for uniform snav load onlY.w�pt�noUed.
<br /> 4)Provide adequate d►ai►�ge to Prev�t water Pcndin9.
<br /> �This truss F�been d�igrred for a 10.0 psf bottom dwrd Itve load rroncrorxwrreM with arry othw Gve(oads.
<br /> B)Bearing at joint(s)1�11 consid�a pa�aAel to grain val�uaing ANSUTPI 1 engle to prain formula. Buiiding desigrrer shouid
<br /> verify capacKy of bearing surtace.
<br /> ' �Provide rt�cttenical connecUon(by oihera)of Uuss bo beerin9 PIaUs c�te of wiU�ndin9 391b uplift at jomt 7 arM 11 Ib up6tt
<br /> atjoint 11.
<br /> LOAD CASE(S) S�ndeid
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