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�F C� R T E b '�EMBER REPORY Level,Roof.•Drop Beam PASSED <br /> � 2 piece(s) 2 x 10 Hem-Fir No. 2 <br /> Overall Length:7'3 1/16" <br /> ; <br /> �� - - � i <br /> + ' + <br /> 0 0 <br /> � _ _ � <br /> � , - <br /> � � <br /> � � <br /> � , <br /> � � <br /> 6'8 1116" <br /> � � <br /> All locations are measured from the outside face of lefr support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combinadon(Patfiern) System:Roof <br /> Member Reaction(Ibs) 1023 @ 2" 4253(3.50") Passed(24°/o) -- 1.0 D+1.0 S(All Spans) MemberType:Drop Beam <br /> Shear(Ibs) 723 @ 1'3/4" 3191 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 1688 @ 3'7 1/2" 3833 Passed(44%) 1.15 1.0 D+1.0 S(All Spans) suilding Code:IeC 2015 <br /> Live Load Defl.(in) 0.040 @ 3'7 1/2" 0.231 Passed(L,/999+) -- 1.0 D+1.0 S(All Spans) �esign Methodology:Aso <br /> Total Load Defl.(in) 0.057 @ 3'7 1/2" 0346 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> •DeFlecdon criteria:LL(L/360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'3 1/16"o/c unless detailed othenvise.Proper atlachment and positioning of Iaterai <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow To�l Accessories <br /> 1-Siud wall-SPF 3.50" 3.50" 1.50" 297 725 SOZ2 8locking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 297 725 1022 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied tn the member being designed. <br /> Tributary Dead Snow <br /> Loads Location(Side) w�atn �o.eo) (i.is) Commenls <br /> 0-Self Weight(PLF) 0 to 7'3 1/16" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 7'3 1/16" 5' 15.0 40.0 Roof <br /> Front <br /> Member Notes <br /> front stnop header • <br /> Weyerhaeuser Notes (t�5U5TAINABLE FORESfRY INIilA71VE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> l <br /> Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installation demils. <br /> (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 <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 /> foreshy standards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technlcal reports ESR-1153 and"ESR-1387 and/or tested <br /> in accordance with applicable ASTM s�ndards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte software operator Job Notes 5l11/2017 8:38:29 AM <br /> Steve�icht Forte v5.1,Design Engine:V6.5.1.1 <br /> Charles Cudd DeNovo <br /> (612)359-1709 � � <br /> slicht@charlescudd.com . <br /> Page 1 of 1 <br />