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' <br /> Job Tniss Tniss T�e Q�Y F'1Y Me�o RBmodBlfigl3720 BoFlns POintlMHILS <br /> ' 86p27R R5G1 SPEqAL 2 <br /> 3 �,� <br /> Urdrv�l Fwest Prod�-P�rrt 378.Ndure��AAN 58284 8200 s Apr 28 20Q5 NSfek UidtsUies,Irc.Thu J�31 1230�4 2008 Page 1 <br /> , 2-11-0 , 9�8-5 , 18�-8 , 19-0Q12 , 227-03 , 2711-0 , <br /> ' r 2-11-0 8-8-4 69■L 3�-4 2�-1 533 <br /> Seaie=1�0.1 <br /> 8x6 11�05 <br /> ' 8.14� <br /> 6 <br /> 8x8 AAR10� 8x81i�20�� <br /> 4x8 II�G ��� <br /> ' 4 6 <br /> 3 � <br /> 1 � <br /> Wf0 1�L <br /> P <br /> 2 8 � <br /> T4 1 <br /> � Bu1011�� 1at12 � <br /> � � ,3 12 „ ,� — <br /> �t8�11 8x8�= 3x8�I I <br /> `��— 8 <br /> ' �N <br /> 2-71-1 9-8-5 18dr8 18-00-12 227-13 27-01-0 �h <br /> ' 2-11-0 8-9.4 8-9.4 3S4 2-9-0 5-33 <br /> Piale Ofis� : �aS15 0-2-8 4:0-4-0 Ed e :0-4-0 0�2 :0-40 <br /> LOADING(ps� SPACAIG 2-0-0 C81 DEFL. in px) Udefl L/d F�ATES GRIP <br /> TCLL 4�.0 P���� 1.15 TC 0.81 Vert(LL) -0.42 &10 >785 240 MII� 137/130 <br /> ' (Roof Sraw--40.0) ��I� 1.15 BC 0.78 V <br /> TCDL 10A ���) -0.� &10 >5� 180 <br /> BCLL 0.0 R�Streas Irnx NO WB 0.70 Hwz(R) 0.81 8 n/a nfe <br /> BCDL 10.0 �e IRC2�0/ANSI85 (Mahbc) Weight 5�Ib <br /> LUIMBIIt �A(�NG <br /> ' TOP CHORD 2 X 4 SPF No2•Except TOP CHORD Sh�a��0-0 oc purl'ms_ <br /> T41.SX11.875 Gang-Lam LVL 2.OE,T12 X 8 SYP DSS BOT CHORD Rigfd odTmg d'vectly applied w 148-0 oc braartg. <br /> T3 2 X 8 SPF No2 <br /> BOT CHORD 2 X B SYP DSS <br /> WEBS 2 X 4 SPF No.3 <br /> tREAC7iON3 (Iblsfze) 8�5327/0-3-8,1=2493IaS11 <br /> Ma�t Horz 1=183(load case 4} <br /> ' FORCES (Ib)-Ma�dmum Compr�sion/Ma�dmum Ter�ion <br /> TOP CHORD 1-2--948/49,2�=898B/45,3�4�4874/0,4-5=-4858/18,5-�-5227/23,6�7=�5356l0,7�/0,&9--3202/61 <br /> BOT CHORD 2-13=157JB418,12-13=15?J8418,11-12=152�418,10-11�P8734,�1�0/95g5 <br /> WEBS 3-13�/865,311=2438/136,rs11�/4728,7-11=-88�l0,7-1�OP2041 <br /> ' NOiES <br /> 1)3-ply fitss to be oonnected Uogether wilh 0.131°u3"Neik�IoAavs: <br /> Top chords connecffid�foltows:2 X 6-2�vs at 0-8-0 ac,2 X 4-1 row at 48-0 oc,2 X 8-2 rows at 0.9-0 oc,1.5 X 91.9-4 <br /> rwvs at 0-4-0 oc. <br /> Bottom drords conrrec�d�foita�s:2 X 8-3 ro►vs at 0-4-0 oc. <br /> ' Webs conrteded as foliavs:2 X 4-1 rav et a�0 oc. <br /> 2)AII loads are cronsidered equetlY ePP��m�P�es,eocoePt if noted as fiont(�or badc(B)face m ttre LOAD CASE(S)�n. <br /> Pty to ply cairrectimis Fmve be�t provided to disbibute oMy loads noted as(�rn'(B).unless oU�vise indicated. <br /> 3)Wind:ASCE 7-Ox�mph;h=25fk TCDL=5.Opaf;BCDL=5.0�;Ca[egory II;E�B;endosed;MWFRS gaae�d mne; <br /> c�niDev�left arnf rigM�cpo�d;end vertical left end riBM�ed�Lumbar�L=1.00 p�te grip DOL=1.�. <br /> 4)TCLL:ASCE 7-Ox PP-�0.0 P����'):��Y��;�P B��QY�P.�Ct=1 <br /> ' �This tns�s h�been checked for wtforrn snow load only�emept�noDed. <br /> 6)This trwas has been desfgr�ed for a 10.0 pst boitom dmrd Iive load rror�concxmerrt wilh arry oUtm�live loads. <br /> �Bearing at joint(s)9,1 cor�ders parapel to 9rain velue using ANSUTPI 1 angle to grain fmmula. Bw1d'mg desigrier sFrould verify <br /> capaaty of bearb�g surFaw. <br /> 8)Hanger(s)or oVrer connedion device(s)stmll be provided auifident to support oor�trated load(s)4485 m�vn mid 149 m up <br /> ' at 71-7-13 on bottom chord. The desigNaeledian of such«bnn�ai devlce(s)�tlie respor�'biGly of ott�eas. <br /> LOAD CASE(S) Standard <br /> ' Corttinued on 2 <br /> ' <br />