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. . , <br /> � MEMBER REPORT Girder Sized forHeaderDesi n Onl stairwe/l PASSED <br /> iIFORTE � � g y�' <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 16'6" <br /> __T�; �:�'� �.� aA:,....t,_� �< <br /> ,��� ,�� ��„m�,.� �> <br /> + + <br /> 0 0 <br /> - � - <br /> � � <br /> �� � <br /> — i 6,6„ <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> � -- ------__ . ----— ------ - —- - -- — <br /> ��,D251 n Results Actual @ Location Allowed Resuk LDF Load:Combinadon{Pattern) System:Floor <br /> Member Readion(Ibs) 512 @ 4" 7013(5.50") Passed(7%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear Qbs) 436 @ 1'2 3/4" 2498 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) I Building Use:Residential <br /> Moment(Ft-Ibs) 1944 @ 8'3" 3431 Passed(57%) 1.00 1.0 D+lA L(All Spans) Building Code:IBC <br /> I Live Load DeFl.(in) 0.204 @ 8'3" 0.396 Passed(L/930) -- 1.0 D+1.0 L(All Spans) I Design Methodology:ASD <br /> I Total Load DeFl.(in) 0.317 @ 8'3" OJ92 Passed(L/600) - 1.0 D+1.0 L(All Spans) <br /> •DeFlectlon criteria:LL(LJ480)and TL(L/240). <br /> •Brating(Lu):All compression edges(top and bottom)must be breced at 16'6"o/c unl�s detailed otherwise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable cakulations are based on NDS 2005 methodology. <br /> _._.._.._..----- -- - -- ---_.---- ----------- - , <br /> . - --- --8earing Loads to SuPports(Ibs) 'i <br /> �'�,,SUpp01't5 Total Available Required Dead FL,.re� Total A[cessories '� <br /> ���1-Stud wall-SPF 5.50" 5.50" 1.50" 182 330 512 Blocking '� <br /> �'�,2-Stud wali-SPF 5.50" 5.50" 1.50" 182 330 512 Blocking _ _� <br /> � --------------------�---- ----.._.-_�__------- -- --- ------ --------- -------... ---------------- <br /> •Blocking Panels are assumed to carry no loads applied direcUy above them and the full load is applied to the member being designed. <br /> I 7ributary Dead Floor Live <br /> ,Loads �,o�aor� w�am �0.90� �i.00� cw„�,r� <br /> ''�1-Unlform(PSF) 0 to 16'6" 1' 15.0 40A Flaar <br /> ---�---�---...._.._._.._._ ---- -- — - - ------- /� <br /> 'Weyerhaeuser Notes (Z�SUSTAINABLE fORESTRY INITIATNE <br /> l <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> ;(www.wood6pyy.coml Aaeswries(Rim Board,Blocldng Panels and Squash BIakS)are not designed by this software.Use of this software is not intended to <br /> i circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> I assure that this calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilRies are third-party certified to sustainable <br /> �'�foresGy sfandards. <br /> The product application,inpu[design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator .tob Notes 7/10/2014 10:12:22 AM <br /> �. Ryan Fritz Gonyea Homes <br /> Forte v4.6,Design Engine:V6.1.1.5 <br /> �, Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> r (952)470�1803 �95 Kintyre Lane <br /> i <br /> Rvan Fritz'�alvmanlumbercom Orono,MN 7/9/20�4 Page 43 of 43 <br />