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t <br /> � MEMBER REPORT Main Floor, Wdw Hdr Great Rm PASSED <br /> .l F 0 R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 13'3" <br /> 0 1 1 1 1 0 <br /> � � � <br /> 4' 4' � 4' <br /> � � � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi n Results Actual @ Location Allowed Result LDP Load:Combination(Patbern) System:Wall <br /> Member Readion(Ibs) 7736 @ 8'10 1/2" 7650(6.00") Passed(101%) -- 1.0 D+0.75 L+OJS S(Adj Spans) Member Type:Header <br /> Shear(Ibs) 2826 @ 9'10 3/4" 2872 Passed(98%) 1.15 1.0 D+OJS L+0.75 S(Adj Spans) euilding Use:Residentlal <br /> I Moment(Ft-Ibs) -3046 @ 8'10 1/2" 3946 Passed(77%) 1.15 1.0 D+OJS L+0.75 S(Adj Spans) Building Code:IBC <br /> 'Live Load DeFl.(in) 0.016 @ 11'1 1/8" 0.146 Passed(L/999+) — 1.0 D+OJS L+OJS S(Alt Spans) I Design Methodology:ASD <br /> �Total Load DeFl.(in) 0.025 @ 11'1 1/2" _ 0.219 Passed(l/999+) -- 1.0 D+0.75 L+OJS 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 10'8 1/16"o/c unl�s detailed othenvise.Proper attachment and posidoning of <br /> lateral bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> .. Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead F1OOf Snow Total Accessories <br /> live <br /> 1-Trimmer-SPF L50" L50" i L50" 890 901/-108 283 2074/-108 None �i <br /> 2-Trimmer-SPF 6.00" 6.00" 3.46" 1968 2443 586 4997 None <br /> 3-Trimmer-SPF 6.00" 6.00" 6.07" 3387 22U 3571 9185 None <br /> 4-Trimmer-SPF 1.50" 150" 1.50" 662 755/-lOS 485 1902/-108 None <br /> Tributary Dead Floor Live Snow <br /> Loads �oca4o� w�am �0.90� ti.00� �i.is� co�r�men� <br /> .1-Uniform(PSF) 0 to 9' 11'6" 15.0 40.0 - Floor <br /> 2-Unifortn(PLF) 0 to 13'3" N/A 80.0 - - wall �i <br /> 3-Uniform(PSF) 6'9"to 10'6" 19'6" 21.2 - 35.0 roof <br /> 4-Unifortn(PSF) 9'to 13'3" 9'6" 15.0 40.0 - Floor <br /> Linked from:Wdw '� <br /> 5-Point(Ib) 6" N/A 484 - 277 Hdr Master Sitting, <br /> u rt 2 I <br /> Linked from:Wdw <br /> 6-Point(Ib) 3'9" N/A 484 - 277 Hdr Master Sitting, <br /> Su rt 3 <br /> Linked from:Wdw <br /> 7-Point(Ib) 6'9" N/A 176 - 102 Hdr Master Sitting, <br /> 4 <br /> Linked from:Wdw <br /> 8-Point(Ib) 10'6" N/A 901 - 1450 Hdr Dressing, <br /> 1 <br /> Weyerhaeuser Notes (tj)$USTAINA&E FORESTRY INRIATIVE <br /> l <br /> �Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> iWeyerhaeuser eupr�sty disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installaGon details. <br /> (www.woodb�y.coml Aaessories(Rim Board,Blocldng 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 calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operato� Job Notes 7I10/2014 10:12:19 AM <br /> Ryan F���z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> �I Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)470-4803 195 Kintyre Lane <br /> Ryan Fritz[c��yman�umber.com Orono MN 7�s�2o�4 P8g0 13 Of 43 <br />