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�� MEMBER REPORT Main Floor, WdwHdrDining PASSED <br /> �� F O R T E , 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:8'3" <br /> 0 1 1 0 <br /> � �� � <br /> Z�6" � 2�6. 2�6" <br /> 0 0 � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ___ <br /> DeSI n Results Actual @ Location Allowed Result LDP Load Combination(Pattern) System:Wall <br /> Member Reaction Qbs) 3141 @ 2'9" 3825(3.00") Passed(82%) — 1.0 D+0.75 L+OJS 5(Adj Spans) Member Type:Header <br /> Shear(Ibs) 1049 @ 1'10 1/4" 2498 Passed(42%) 1.00 1.0 D+1.0 L(Adj Spans) euiiding Use:Residentlal <br /> Moment(Ft-Ibs) 855 @ 6'11" 3431 Passed(25%) 1.00 1.0 D+1.0 L(Alt Spans) euilding Code:IBC <br /> Live Load DeFl.(in) 0.002 @ 6'11 5/16" 0.092 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(Alt Spans) Desi9n Methodology:a5D <br /> Total Load Defl.(in) 0.004 @ 6'11 9/16" 0.138 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) <br /> •Deflection criteria:LL(L/360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'3"o/c unless de�iled othenvise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calalatlons are based on NDS 2005 methodology. <br /> .._--. _..._ ___- - ------ � <br /> ' Bearing Lwds to Supports(Ibs) ',. <br /> Supports Total Available Required Dead Floor Snow Total Accessories <br /> ���e <br /> �.1-Trimmer-SPF L50" 1.50" 1.50" 6ll 619/-69 303 1539/-69 None �'� <br /> 2-Trimmer-SPF 3.00" 3.00" 2.46" 1412 1650 656 3718 None <br /> 3-Trimmer-SPF 3.00" 3.00" 234" 1300 1650 589 3539 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 664 619/-69 329 1612/-69 None <br /> Tributarv Dead Plaor Live Snow �'��.. <br /> �'�Loads �ocation wian, (0.90) (l.00) (i.is) cornroents <br /> �1-Uniform(PSF) 0 to 8'3" IZ'6" 15.0 40.0 Floor <br /> 2-Uniform(PLF) 0 to 8'3" N/A 80.0 - - wall <br /> 3-Uniform(PLF) 0 to 1'10" N/A 65.0 - - gable <br /> 4-Uniform(PSF) 0 to 1'10" 2'6" 25.5 - 35.0 roof <br /> 5-Uniform(PSF) 6'SO°to 8'3" 2'6" 25.5 - 35.0 roof <br /> 6-Unifortn(PLF) 6'10"to 8'3" N/A 65.0 - - gable <br /> 7-Unifortn(PSF) 0 to 8'3" 3'6" 16.8 - 359 roof <br /> Linked from:Wdw <br /> 8-Point(Ib) 1'10" N/A 413 - 241 Hdr Bed#2,Support <br /> 1 <br /> Linked from:Wdw <br /> 9-Point(Ib) 6'10" N/A 413 - 241 Hdr Bed#2,Support <br /> 2 <br /> Weyerhaeuser Notes n wsrniniasie ForrEsmr wmnrn� <br /> l <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warrandes related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> ��(www woodbvwv mml Accessories(Rim Board,8bcldng 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 compatlble with the overall project.Productr manufadured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Sottware Operetor .lob Notes 7/10/2014 10:1220 AM <br /> ' Ryan Fri�z conyea Homes Forte v4.6.Design Engine:V6.1.1.5 <br /> '�, Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> � (952)470-4803 195 Kintyre Lane <br /> � R� FritzCo�lymanlumber.com Orono.MN 7/9/20�4 Page 26 of 43 <br />