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2FORTEMEMBER REPORT MAIN Level, LEFT FLUSH BEAM PASSED <br /> 2 piece(s) 13/4" x 117/8" 2.0E Microllam® LVL <br /> Overall Length: 14 3 0 <br /> 0 0 <br /> 1380 <br /> � 4 I <br /> a a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;DraMng is Conceptual <br /> Design Resullb Actual 0 Lotion ANowed Result LDF Lad:Combination(Pastern) System:Floor <br /> Member Reaction(lbs) 2385 @ 0 3 8 3938(1.50") Passed(61%) -- 1.0 D+0.75 L+0.75 S(AIL Spans) Member Type:Rush Beam <br /> Shear(lbs) 2043 @ 13 6 9081 Passed(220/6) 1.15 1.0 D+0.75 L+0.75 S(AIL Spans) Building Use:Residential <br /> Moment(Ft-lbs) 8224 @ 7 2 4 20525 Passed(40%) 1.15 1.0 D+0.75 L+0.75 S(AIL Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.119 @ 7 2 4 0.345 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(AIL Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.311 @ 7 2 4 0.690 Passed(L/532) -- 1.0 D+0.75 L+0.75 S(AIL Spans) <br /> •Deflection criteria:LL(L/480)and TL(L/240). <br /> •Bracing(W):All compression edges(top and bottom)must be braced at 13 118 o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Loads to Supports(lbs) <br /> Supports Trial Available Requxed Dead erthe Snow Trial Accessories <br /> 1-Hanger on 117/8"LVL beam 3.50" Hanger' 1.50" 1535 383 8802798 See note <br /> 2-Stud wall-SPF 3.50" 3.50" 1.64" 1511 377 865 2753 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> •At hanger supports,the Trial Bearing dimension is equal to the width of the material that is supporting the hanger <br /> • 'See Connector grid below for additional Information and/or requirements. <br /> Connector.Simpson Strong-Me Connectors <br /> support Modal Sest Length Tap Naik Fane Nails Member Nai4 Accessories <br /> 1-Face Mount Hanger HHUS410 3.00" N/A 30-16d common I 10-16d double shear <br /> Tributary Deed Flea tore Snow <br /> Loads Location width (0-910) (1.00) (1.15) comrtwrts <br /> 1-Uniform(PSF) 0 0 0 to 14 3 0 1 4 0 12.0 40.0 Residential-Living <br /> Areas <br /> 2-Uniform(PLF) 0 0 0 to 14 3 0 N/A 120.0 - WALLS <br /> 3-Uniform(PSF) 0 0 0 to 14 3 0 360 19.0 35.0 ROOF <br /> Weyerhaeuser Notes IA SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its 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 installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.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 record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by JEFF H <br /> Forte Software Operator Job Notes —� 8/6/2014 3:48:03 PM <br /> -- Forte V4.5, Design Engine:V6.1.1.5 <br /> Kyle Militzer 080614.3 <br /> Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3 Oslo Part.4te <br /> 1612)238-4204 PARTEN REMODEL <br /> kmilitzertla shawstewartlumberco.corn <br /> Page 4 of 6 i <br />