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� �l F O R T E MEMBER REPORT Main Floor,Flush Beam in Garage Under 2nd Floor PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:6'9 1/2" � ��eb �� , ��rrr + + O O i i � 6 3" — 'I � � All locations are measured from the ou[side face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Locadon Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction Qbs) 5123 @ 2" 5123(1.63") Passed(100%) -- 1.0 D+OJS L+OJS S(All Spans) Member rype:Flush aeam Shear(Ibs) 3850 @ 11 1/2" 7902 Passed(49%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Use:Residential Moment(Ft-Ibs) 8164 @ 3'4 1/4" 11985 Passed(68%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) euilding Code:IBC Live Load Defl.(in) 0.106 @ 3'4 1/4" 0.159 Passed(L/723) -- 1.0 D+0.75 L+OJS S(All Spans) � oesign Methodology:nso Total Load DeFl.(in) 0.191 @ 3'4 1/4" _0.319 ___ Passed(L/401) ___ 1.0 D+OJS L+OJS S(All Spans) � •DeFlection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'7 1/2"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. i__—_ __ � Bearing Loads to Supports(ibs) I$UppOCtS Total Availa6le Required Dead F1O°� Snow Total Accessorirs Live 1-Hanger on 9 1/2"SPF beam 2.00" Hanger� 1.63" 2395 1409 2583 6387 See note' �i 2-Stud wall-SPF 4.50" 4.50" 3J1" 2456 1444 2647 6547 Blocking i --------- - — --- -- ----- --- ----- ---.__---��------ ---------------' •8locking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •A[hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • i See Connector grid below for additional information and/or requirements. Connector:Sim son Stron -Tie Connectors � Support Model Seat Length Top Nails Face Nails Member Nails Accessories � 1-Face Mount Hanger HGU548 9.00" N/A 36d6d common 12-16d double shear I i � �. Tributary Dead Floor live SnOw I'L00(15 Location Width (0.90) (1.00) (1.15) Comments � 1-Uniform(PSF) 0 to 6'9 1/2" 10'6" 15.0 40.0 - Residential-Living Areas �� �2-Uniform(PSF) 0 to 6'9 1/2" 1'6" 21.2 - 35.0 ' 3-Uniform(PLF) 0 to 6'9 1/2" N/A 80.0 - - 4-Uniform(PSF) 0 to 6'9 1/2" 20'6" 21.2 - 35.0 Weyerhaeuser Notes ��,�� Weyerhaeuser warrants that the sizin9 of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. i Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to arrent Weyerhaeuser literature for installatlon details. i(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte SoRware Operator �Forte Sokware operator Job Notes 8116/2013 10:08:15 AM I Justin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 I �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te '�; (952)470-4817 Orono, MN '�_ justin_spreiizer@lymanlumbeccom Hoehn Resid. P8Q@ 14 Of 17