8103 HAMLET LN 2017-08-01 - Laserfiche WebLink

��I F O I� � MEMBER RE :_ Foundation,F-02:Joist 11 PASSED 1 piece(s) �x 10 Hem-Fir No. 2@ 19.2 OC Overall Length: 14'5 1/2" + + 0 0 I � 14'5 1/2" � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual C@ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction Qbs) 433 @ 13' 11 1/2" 911(1.50") Passed(48%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear Qbs) 384 @ 13'2 1/4" 1388 Passed(28°/o) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1467 @ 7'2 1/4" 1917 Passed(77%) 1.00 1.0 D+ 1.0 L(All Spans) euilding Code:iaC 2015 Live Load DeFl.(in) 0.282 @ 7'2 1/4" 0.451 Passed(L/575) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:as� Total Load Defl.(in) 0.377 @ 7'2 1/4" 0.677 Passed(L/432) -- 1.0 D+ 1.0 L(All Spans) T]-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 5'10 7/8"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 acmunt for repetitive member usage. •Applicable calculations are based on NDS. • No composite action beriveen deck and joist was considered in analysis. Bearing Loads to Supports(Ibs) $U Of't5 Ploor � � Pp Total Available Required Dead Total Accessories Live 1-Plate on concrete-HF 6.00" 4.50" 1.50" 115 345 460 1 1/2"Rim Board 2-Hanger on 9 1/4"HF ledger 6.00" Hanger� 1.50" 116 349 465 See note� • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At 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 2-Face Mount Hanger LU28 1.50" N/A 8-lOd�ommon 6-lOd x 1-1/2 Dead Floor Live Loads Location(Side) Spacing (0.90) (1.00) Comments Residential-living 1-Uniform(PSF) 0 to 14'S 1/2" 19.2" 10.0 30.0 Areas Weyerhaeuser Notes �s�srn�Nr,s�e Fo�Esrer�N�nanve Weyerhaeuser warrants that the sizing of its produds will be in acmrdance with Weyerhaeuser produd design�riteria 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 circumven[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 certifed 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.mm/servicesJs_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Design Lines-KTL i Forte Software Operator Job Notes 9/2II/2016 3:32-53 PM ' Kenr,ein i.e�esci�,e rlaskeu ad;i�aon Forte v5.1, Design Engine:V6.5.1.1 Deslgn Llnes 8103 Hamlet I.ane G�aVity.ate jd25i 353-0531 f=verett WA 58'203 I ke��aAs�q�,i��,PS�:��» __ . F'age 3 of 5 l