3514 OAKES AVE 2017-07-28 - Laserfiche WebLink

F O R T E MEMBER REPO Level, CEILING BEAM PASSED 'I G 1 piece(s)4 xis Douglas Fir-Larch No. 2 Overall Length: 15 1 0 + + o - o i 1460 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF load:combination(Pattern) System:Floor Member Reaction(lbs) 1057 @ 0 2 0 5206(3.50") Passed(20%) -- 1.0 D(All Spans) Member Type:Drop Beam Shear(lbs) 908 @ 10 12 3497 Passed(26%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(Ft-lbs) 3813 @ 7 6 8 4043 Passed(94%) 0.90 1.0 D(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.000 @ 0 0 0 0.492 Passed -- 1.0 D(All Spans) Design Methodology:ASO .(2L/999+) Total Load Defl.(in) 0.404 @ 7 6 8 0.738 Passed(L/438) 1.0 D(All Spans) Deflection criteria:U.(L1360)and TL(L/240). Bracing(Lu):Ail compression edges(top and bottom)must be braced at 15 10 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS. Bearing Length Loads to Supporffi — Nom) Supports Total Available Required Dead T-w Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 1057 1 1057 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 1057 1057 Blacking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Loads Location(Side) Width (0.90) Comments 0-Self Weight(PLF) 0 0 0 to 15 10 N/A 8.2 1-Uniform(PSF) 0 0 0 133 Ois 10 1100 12.0 Residential-Living Areas Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software 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 Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by WILLIAM PAGE AROin ECFS Forte Software Operator Job Notes 7/13/2016 12:39:07 PM William Page REDDY Forte v5.1,Design Engine:V6.5.1.1 William Page Architects (206)283-8317 pagearch@whidbeyisland.com - - —7 Page 1 of 1