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:I � 0 R T E ` F SA� , ; ` UPPER STAIR, 60"UPPER WINDOW P1;��Eq <br /> . 2 piece(s) 2 x 10 Hem-Fir No. 2 <br /> Overall Length:5 4 0 <br /> + + <br /> o � <br /> 510 <br /> o a <br /> All locations are measured from the outside face of left support(or left cantiiever end)All dimensions are horizontal.;Drawinq is Conceptual <br /> !DESIJit ReSU�S ...��. . .Actual�Location ....... Allowed..... . Result . ...... .-�LDf Load:CombinaGon(Pattem)........ .....------��, System:Wall <br /> ',Member Reaction(Ibs) 498 @ 0 0 0 1823(1.50") Passed(27%) -- 1.6 D+1.0 S(All Spans) ntember Type:Header <br /> i Shear(Ibs) 337 C 0 10 12 3141 Passed(11%) 1.15 1.0 D+ 1.0 S(All Spans) euiiding Use:Residential <br /> !Moment(R-ibs) 676 @ 2 8� 3833 Passed(18%) L15 1.0 D+1.0 S(All SpdflS) 8uilding Code:IBC 2009 <br /> !Live Load Defl.(in) 0.007 @ 2 8 0 0.178 Passed(U999+) -- 1.0 D+1.0 S(Ali Spans) Design Methodology:aSD <br /> Total Load Qefl.(in) _ 0.013 @ 2 8 0 0.267 Passed(L/999+) - 1.0 D+1.0 S(All Spans) <br /> _ -- ---- __ __- _ _ _ _ __ -_-- _ <br /> • DeFlection cnteria:LL(1J360)and TL(UZ40). <br /> • Bracing(Lu):All compress7on edga(top and bottom)must be breced at S 4 0 o/c unfess detaiied otherwise.Proper attachment and positioning of latera� <br /> bracing is requirecf h�achieve member s[ability. <br /> • Applicable cak�latlons are based on NDS. <br /> ...._. .__– ---�- —___. .. ..----- -_—___ __-- ...._------------- ...__... <br /> � Bearing Loads to Supports(Ibs) <br /> j SUpp01't5 Total AvaiWbie Required Dead Snow Total Accessories <br /> ;1-Tnmmer-SPF 1.50" 1.50" 1.50" 218 280 498 None <br /> ��2-Trimmer-SPF 1.SQ" 1.50" 1.50" 218 280 498 No�e <br /> 7ributary Dead Snow <br /> Loads Locallon(Side) Widtfi (0.96) (1.15) Commeats <br /> 0-Self Wcight(PLF) 0 0 Q to 5 4 0 N/A 7.0 <br /> 1-Uniform(PSF) 0 0 0 to 5 4 0 2 0 0 17.4 35.0 GABLE RAKE <br /> 2-Tapered(PLF) 0 0 0 to 2 8 0 N/A 30A to 50.0 35A to 35.Q H1GE GABLE DEAD <br /> 3-Tapered(PLF) 2 8 0 tn 5 4 0 N(A 50.0 to 30.0 35.0 to 35.0 H1GE GABLE DEAD <br /> Weyerhaeuser Notes ���SUSTAINABIE F02ESTRV INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in acmrdance with Weyerhaeuser product design criteria and published design values. <br /> iWeyerhaeuser e�cpressly disdaims any other warranties related[o[he software.Refer to current Weyerhaeuser literature for installation de[ails. <br /> I(www.woodtrywy.com)Accessorles(Wm Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of ihis software is not in[ended to <br /> circumvent the need for a design professional as detertnined by the authonty having jurisdidion.The designer of record,builder or framer is responsible to <br /> �I assure that this cakulatbn is compadble with the overall project.Produc[s manufactured at Weyerhaeuser fa6lities are third-party certified to sustainable <br /> I forestry standards.Weyerhaeuser Engineered Wmber Produc[s have been evaluated by ICC ES under txhnical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with appGcahle ASfM standards. For current code evaluation reports refer to http:(/www.woodbywy.com/services/s_CodeReports.aspx. <br /> The produd application,input desgn bads,dimensions and support infwmation have been provided by Forte Sohware Operator <br /> i-�rteSofiw3a�eGp•�raiur � 3oGNotes � � ��c'uf�U1f.� 11_�l1_GU �'�i <br /> a�..nn¢.,:�;e� nnoot_r�ra � Forte v5.1, Desig�Engme:V6.5.1.1 <br /> i:,�,�Fr��,maF�� �o��iFi Fss<��Toe•� MODERN tOVELESS 2 STORY SUP CALCS 70-28- <br /> ;5121 9A0-o5�5 � <br /> a�f.�n;b»rtn i r'q�:; r-._ _ ' 76.4f@ <br /> I Paqe 2 of 5 <br />