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� MEMBER REPORT Main Floor,Dro Beam Porch ri ht vert PASSED <br /> .1FORTE � p g <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overail Length:9'3" <br /> + + <br /> o --— -- -- o <br /> �' <br /> 6„ 8,6„ <br /> �L �� <br /> a o <br /> All locations are measured from the outside face of left suppoR(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> — —__. _ ---__ _ —.._— — <br /> DQ51 0 ReSUltS Actual @ L«ation Allowe.d Result LOF Load:Combination(Pattern) ����� System:Floor <br /> Member Reaction(Ibs) 2849 @ 8 3/4" 7013(5.50") Passed(41%) -- 1.0 D+1.0 5(All Spans) � Member Type:Drop Beam <br /> Shear(Ibs) 2053 @ 1'8 3/4" 2872 Passed(71%) 1.15 1.0 D+ 1.0 S(All Spans) ; Building Use:Residentlal <br /> Moment(Ft-Ibs) 3257 @ 3'9 3/16" 3946 Passed(83%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.085 @ 4'7 1/4" 0.280 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) �esign Methodology:a5o <br /> Total Load Defl.(in) 0.143 @ 4'7 7/16" 0.420 Passed(U�07) — 1.0 D+ 1.0 S(Alt Spans) I <br /> ----- --- —.. <br /> •Deflection criteria:LL(LJ360)and TL(L/240). <br /> •Overhang deflection criteria:LL(2LJ360)and TL(2L/240). <br /> •Brecing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positloning of late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> — ---.._ .. . ._--� -------�—��-- <br /> __ _. .._ _ ....— <br /> Bearing Loads to SuPPo►ts(�bs) __ I <br /> I SUppO1t5 Total Available Required Dead Snow Total Accessories � <br /> �1-Column-SPF 5.50" 5.50" 2.23" 1129 1720 2849 Blocking <br /> j 2-Trimmer-SPF 3.00" 3.00" L50" 329 453 782 None <br /> --_. .--. __ . —_... __.__.. --�- ---- <br /> •Blaking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> '�. Tribu�ry Dead Snow <br /> Loads ��t�o� w�an, �o.so� �i.is> commen�s <br /> 1-Uniform(PSF) 0 to 2' 7'6" 25.5 35A roaf <br /> 2-Uniform(PSF) 2'to 6' S'6" 25.5 35.0 roof � <br /> Linked from:Drap <br /> 3-Point(Ib) 2' N/A 451 874 Beam Porch nght <br /> horiz Su rt 1 <br /> Weyerhaeuser Notes �SUSTAINABIE FORESTRY IN(TIATNE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodh�p,yy.c�ml Accessories(Rim Board,8locking Panels and Squash Blocks)are not designed by this soRware.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rxord,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facildies are third-party certified to sustainable <br /> forestry standards. <br /> The product applicado�,input design loads,dimensions and support informatlon have been provided by Forte Software Operator <br /> Forte Software Operator �ob Notes 7/10/2014 10:12:21 AM <br /> Ryan Fraz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> I Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> ! (952)470-4803 195 Kintyre Lane <br /> � Rvan Fritz@lymanlumbercom Orono.MN 7/9l2014 Page 28 of 43 <br />