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e� � O R T E R�� l��f�i�� w�NDOW UNDER LANDING, 60"LOWER STAI R WlNQOW PASS E D . 2 piece(s) 2 x 10 Hem-Fir No. 2 Overall Length:5 4 Q '�,�.> + � �—._ - -- — + 510 � � Ali locations are measured from the outside face of left support(or left cantilever end)All dimensions are horizontal.;Drawing is Conceptual _ _ _ __ ___ _ _. - _ . Design Results Actual�Location Allowed Resuft LDF Load:Combination(Pattem) System:Wall �Member Reaction(Ibs) 1240 @ 0 0 0 1823(1.50") Passed(68%) -- 1.0 D+0.75 L+0.75 5(All Spans) Member Type:tieader Shear(Ibs) 606 @ 0 10 12 2775 Passed(22%) 1.Q0 1.0 D+ 1.0 L(All Spans) Buikling Use:Residential �Moment(Ft-Ibs) 1216 @ 2 8 0 3333 Passed(36%) 1.00 1.0 D+ 1.0 L(All Spa�s) auiiding Code:iac 2009 Live Load Defl.(in) 0.011 @ 2 8 0 0.178 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD l Total Load Defl.(in) 0.024 @ 2 8 0 0.267 Passed(U999+) -- 1.0 D+lA L(All Spans) _- — __. .__--- -- --- __ --- -----__ _ _ ___ - --- - _ • DeFlection criteria:lL(U3�)and TL(UZ40). • Bracing(Lu):All mmpression edges(top and bottom)must he braced at 5 4 0 o(c uniess detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabiliry. • Applicable calculatlons are based on NDS. . _ _----- ----__ _ ---_ __- � Bearing Loads M Supports(Ibs) ___- 'SUp�Of�S Total Avaitable Required Dead Floor �w Total Accessories �� Live i 1-Trimmer-SPF 1.50" I.50" 1.50" 730 400 280 1410 None ,2-Trimmer-SPF 1.50" 1.50" 1.50" 730 400 280 1410 None � Tributary Dead Floor Live Snow Loads Location(Side) Width (0.90J (1.00) (1.15) Comments 0-SeI/Weight(PLF) 0 0 0 to 5 4 0 N/A 7.0 LANDING]OISTS 4'- 1-Uniform(PSf) 0 0 0 to 5 4 0 3 9 0 12.0 40.0 - 6"SPAN PLUS 18" CANT 2-Uniform(PLF) 0 0 0 to S 4 0 N/A 140.0 - _ wAWWINDOW DEAD ABOVE 3-Point(Ibj 0 0 12 N/A 218 _ 280 Linked from:60" VJINDOW Su R 1 � 4-Point(IbJ 5 3 12 N!A 218 - 2&0 ��nked from:60" WINDOW Su rt 2 ....---- --- -.... __. ..._..-- -- ------------- —..___. _._._---- --------- ----- ------ /� Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE � Weyerhaeuser warrents that Me sinng of its products wilf be in accordance with Weyerhaeuser product design criteria and pubUshed design values. I Weyerhaeuser expressly discWims any other warranties reWted to the software.Refer ro current Weyerhaeuser literature for installa[ion details. �(www.woodbywy.mm)Attessaies(Rim Board,Bixking Panels and Squash&ocks)are not designed by this software.Use of this software is not intended to idrcumvent the need for a design professional as determined by[he autFrority having junsdic[ion.The designer of record,builder or framer is responsible to assure that this cakulation is compaUble with the overall project.Products manufactured at Weyerhaeuser facilities are third-parry 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 i accordance with applicable ASTM standards. For wrren[code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. i The produd applic�tion,input design loads,dimensions and support informatlon have been provided by Forte Sokware Operator V t�tlr'>Ufl t f:!1��:I:iC[II ' ]U�N��I�.,. i,c-,' �11�) �..' I/ !111}'�UI - --_._ _ .----- - __ ____---- -__. .._._ _ ____---_----- .____---.. ___��.,___._.____._.' For[ev5 1, Uesicn En ino:VG.5.1.1 nri,��,�,��,r�.� r,nriuE i�n, � � � 9 �r,�„i�,�a��,«,�,t:r i r,vn rr�,�,z��Tor�v , MGDERN kOVEL ESS 2 SIU(?Y SUf'CALCS 1U�28- rri z�eaa-e,o�� ,irC,ni�,anh�-��-,i:�it�;,:,:n�i,rn!,,,,�,o.. j 76.4tC ; f��C)f':i O(�i