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CHABKA BUILbING CENTER Mark Osfby � ���'�"'� a r � 4 May 200a 8:42 am <br /> 350 Eest Highway 212 P.O, Box 89, Chaska, MN. 55318 (952�48-6776 <br /> FASTeeam�Englneerinc�AnelYsls�1996-2003 Geor�ia-Paclt�c Corporation Verslon: 4,0 <br /> Project: <br /> Mark#: Bsam -Roof <br /> Usage ; Beam {Roo� Repetltive : No Spacfng (in.) : 0.0 <br /> Max Defl : LL■U240 TL=L/180 Composlte Actlon : No Slope : 0/12 <br /> 3.6',695 poi 3.6",565 p9i <br /> i , 19',D" <br />�OAD3 PrvJect Desipn Loada:R00%Llve�s0 psf,Deed�16 pal,� <br /> LlvetDead Ld(n Llva Ld(L) LDF Loaatlonk <br />� 8hape �Start �End �9tsrt�End Span# 3tarts Ende Addltlonal InTo <br /> 1 Unitorm(pl� 660 480 11696 0 0'0" 18'0" <br /> Unlform(plf) ; 13 0 0 0 18'0" Self Welpht <br /> 'Dlmenslons measur�d hom len end when apen#!s 0,otherwise,fYom IeR end or the aasclifed span. <br /> 3UPPORTS(lbs) <br /> 1 2 <br /> Mex R'n 6391 8391 <br /> Max 115°Ye 4580 45�0 <br /> Mln R'n 1831 1831 <br /> Mln 11�y. 4560 4560 <br /> DL R'� 1931 1831 <br /> Mln Brp(In.) 3.23 3.23 [Baeed on bearing stresa belowlJ <br /> Brp St►(us0 565 595 <br /> DESIGN <br /> Va1ua Spen X Oroup Allow LDF Ratio <br /> V(Iba) 5808 1 0'2" 31 10708 115% 0.31 <br /> M(ft�{bs) 30358 1 9'e" 31 31774 11a96 0.A6 <br /> �tRn(Ibd) 9391 0 0'0" 31 E921 100°k 0.92 See Note#e <br /> RtRn(Iba) 6391 0 19'0" 31 6821 100°� 0.92 See Note p5 <br /> LLDefl(In,) 0.90 1 9'B" 31 0.95 L/252 <br /> TLD�fI(ln.) �.27 � 9�8° 31 �.a7 L/180 <br /> USE: GPLAM 2.OE 1.7'�x14.00"2 Plles Grede�elected by User <br /> 0-P LAM tm Deorqla-Paclflc Corp. <br /> NOTES: <br /> !.Gslpnad/n aceordanoe w/fh Natlonal Dea►gn 8p�a1Ne�Hon9 ioi Wood ConabveNon and appl1e�61�Approva/a or Resea�ch Reporta. <br /> 2.Prov/ds laMral suppoR ot tl►a baarinp/oeaHon nearost sach end o/l/i�m�mbar. Condnuoua lateral support roqu►nd l�compresafon <br /> adpe. <br /> 8,Loada havs b��n Input by�he user end have nof bserr verMsd 6y Ooor+�la-pec/flc Enp!►leered Lumber Tsahnleal Sarvlcea. <br /> �.Dealdn valJd fbr dry uas on/y. <br /> 6. Thl:r�aetlon la beaed on the com6/natlon ol/was B dui�don factora that producea the h/gheat aMsss nHo end mey be leaa dhan <br /> max/mum rosallon.Thaafore,when reacNon valuss ars rsqu►rsd,us�Max R'n from 'Supports'secdon abovs. <br /> 8.8eailn�lenpth based on desl�n m�rorVai;�uppoR materla!capaNty ahaJl bs v�rlll�al(by othora). <br /> 7.Roof UQape:Inatall wl[h minlmum 1/d:12 slop�for adaquate dra(nepe. <br /> 8. Wh�n nqulrod by!he bu!!dln�cods,a isglste�sd d.sl�n prof�as/ona/oi bulldlnp o1M1cla!ahould vs�lly fha lepuf loeds and p►vduCt <br /> applkaHon. <br /> 8. Th(a en8/nserod lumber produet h��boen slzed for iealdenNa/uss.A cone�nharod load eheck,per the 6ullding eoQe,must ba parionned <br /> for commerclel uaea. <br /> 10. V�rlfy th�t/oad la elpp►led et top or equa/y hvm both ald�. <br /> 11.Nel!pllea together wlth i6d na0��12'o%alonp bp and bottom sdgss and fhru cant�ar.Nall l�vm eltemate facea,�'trvm sd�as. <br /> 12.Mar/M!n reactlona are baasc!on the applleab►�load eomb/nadone oudlned!n the notes, Summ�tfon of max/min reaeNona/or varloua <br /> DOL mey not match�tvtal ma=/min roacBon. <br /> 13. Company,product or 6rand namea rofbrona�d�n tradanarks or replatered frademar�s of thslr roaps�tivo owners. <br /> t�toad Combinatlona:10�D,20■D+10046,30=D f 11594,40■D+1?695,00�D+1339�,60■D+10096 t 11556, 70■D+�ppgy+l2s9�G <br /> ,80�D+�ppyg+13394, 90=D+10096+116gf+138y,/2, 1p0■D+10056+11594/2+�s996, 110*D+Commerolel Ld(10096) <br /> 19.Oroun=Load Combinallon Numb�r+Load Pattern number.lFor almpls apan,Loas p�lt�m�1 fo�LL.0 ior DL), <br /> l ' d EL68 ' oN 3WOH N�SHH� W�OZ � 8 ti00� 'ti ' �FW <br />