8103 HAMLET LN 2017-08-01 - Laserfiche WebLink

j�j � � B `� MEMBER RE : Foundation,F-01:Joist 11 PASSED { �i � 1 piece(s) 2 x 10 Hem-Fir No. 2@ 19.2 OC Overall Length: 14'S 1J2" + + 0 0 I ( � 14'S V2" � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 455 @ S' 2734(4.50") Passed(17%) -- 1.0 D+ 1.0 L(All Spans) Member 7ype:�oist Shear(Ibs) 381 @ 1'3 1/4" 1388 Passed(27%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1485 @ 7'2 3/4" 1917 Passed(77%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:IBC 2015 Live Load DeFl.(in) 0.289 @ 7'2 3/4" 0.454 Passed(L/565) -- 1.0 D+ 1.0 L(All Spans) oesign Methodology:n5D Total Load Defl.(in) 0.386 @ 7'2 3/4" 0.681 Passed(L/424) -- 1.0 D+ 1.0 L(All Spans) TJ-Pro'"Rating N/A N/A -- -- -- • DeFlection criteria:LL(L/360)and TL(l/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 5'9 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite aRion behveen deck and joist was considered in analysis. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead F�O°� Total Accessories i��e 1-Plate on concrete-HF 6.00" 4.50" 1.50" 116 347 463 1 1/2"Rim Board 2-Plate on concrete-HF 6.00" 4.50" L50" 116 347 463 1 1/Y'Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Location(Side) Spacing (0.90) (1.00) Comments �-Unlform(PSF) 0 to 14'S 1/2" 19.2" 10.0 30.0 Residential-Living Areas Weyerhaeuser Notes {ZS�SUSTAIPJA[3LE FORESTRY INITIATIVE .� Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd 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 jurisdidion.The designer of remrd,builder or framer is responsible to assure that this calculation is�ompatible with the overall projed.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards.Weyerhaeuser Engineered Lumber ProduRs have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tes[ed in atcordance 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 Design Lines-KTL Forte Software Operator Job Notes 9/2B/2016 3:32:53 PM -- �orte v5.1. Design Engine:V6.5.1.1 �, Kennetn I ovesque i�� rc�l��ticllion Dacign I ines t�1L31 �n�let Lane GfaVl�y.=�f@ (A25j 353�OE139 EveretL.VUn 56203 ken�tUdesignlines.com Page 2 of 5