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r � MEMBER REPORT Main Floor,Flush Beam Above S een Porch PASSED <br /> � �I F O R T E 3 piece(s) 13/4" x 16" 1.9E Microllam0 L <br /> Overall Length:16'5 1/4" <br /> � <br /> o ---�--1 1 1 1 0 <br /> � <br /> ; � <br /> , � <br /> _ 15,6. <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual <br /> Design Results actua��a�ocation nnowed Resuit DF � :comb�nation(rattern) System:Floor <br /> 'Member Reaction Qbs) 13561 @ 4 1/2" 13388(6.00") Passed(101%) -- 1 0 D+ 1.0 S(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 10053 @ 1'10" 18354 Passed(55%) 1.15 1 0 D+ 1.0 S(All Spans) I euilding Use:Residential <br /> Moment(Ft-Ibs) 44500 @ 6'3" 53672 Passed(83%) 1.15 1 0 D+ 1.0 S(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.388 @ 8'2 3/4" 0.394 Passed(L/487) -- 1 0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.650 @ 8'2 3/4" 0.788 Passed(L/291) -- 1 0 D+ 1.0 S(All Spans) <br /> • Deflection criteria:LL(L/480)and TL(LJ240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4 3/16"o/c unless detailed othenvise. roper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> . . ._.. ..... .. ..._ _.._ ._... -------. . .--------_.------ <br /> Bearing Loads to Supports(Ib ) <br /> Supports Total Available Required Dead F��r Snow Total Accessories <br /> u�e <br /> 1-Stud wall-SPF 6.00" 6.00" 6.08" 5431 1320 8130 14881 Blocking <br /> 2-Beam-LSL 5.25" 5.25' 2.97" 4716 1310 6993 13019 Blocking <br /> ---- --- . ..__. - ----- ------ — <br /> •Blocking Panels are assumed to carry no loads applied directty above[hem and the full load is applied to the mem r being designed. <br /> Tributary Dead Floor Live Snow <br /> Loads Location Width (0.90) (1.00) (L.15) Co mentr <br /> 1-Uniform(PSF) 0 to 16'S 1/4" 4' 15.0 40.0 - Re�dential-Living Areas <br /> 2-Uniform(PSF) 0 to 16'S I/4" 3' 203 - :35.0 <br /> 3-Uniform(PLF) 1'to 2'3" N/A 80.0 - - <br /> 4-Uniform(PSF) 1'to 2'3" 21' 20.3 - 35.0 <br /> 5-Uniform(PSF) 15'to 16' 21' 20.3 - 35.0 <br /> �6-Uniform(PLF) 15'to 16' N/A 80.0 - - <br /> 7-Point Qb) 1' N/A 1204 - 2021 �n ed from�Window Header in <br /> Ma er Bath Su rt 2 <br /> 8-Point Qb) 2'3" N/A 504 - lpq� �n ed from:Window Header in <br /> Ma er Bedroom Su rt 1 <br /> � 9-Point(Ib) 6'3" N/A 2211 - 3814 �n ed from:Window Header in <br /> Ma er Bedroom Su rt 2 <br /> 10-Point(Ib) 11'9" N/A 2211 - 3814 �n ed from:Window Header in <br /> Ma er Bedroom Su rt 3 <br /> 11-Point(Ib) 15' N/A 504 - l�q� �n ed from:Window Header in I, <br /> Ma er Bedroom Su rt 4 <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> l <br /> '�Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser produd design criteri and published design values. <br /> '�Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installatlon details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRwar .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 rec rd,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Softw e Operator <br /> ': Forte sottware operetor dob Notes 9/16/2013 12:31:32 PM <br /> ' Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 <br /> � Lyman GH0389 GH0389(bayside meadows model).4te <br /> ; (952)470.4817 Orono, MN <br /> _ justin_spreitzer@lymanlumber.com Bayside Medows Model P892 16 Of 22 <br />