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� MEMBER REPORT Main Floor,Dro Beam Porch ri ht horiz PASSED <br /> %�F O R T E , 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 10'6" <br /> `�� x•��,.« � r. �. <br /> � %�� <br /> ^T�3�.,C. 3" !:.:7✓ ._ . <br /> + + <br /> Q � <br /> 11 � <br /> 11 <br /> I 9�9„ 6„ I <br /> 6 �� <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 /> �De51 n Results Actual�Lxation Allowed ResuR LDF Load:Combinadon(Pattern) � System:Floor <br /> Member Reaction(Ibs) 1261 @ 3" 1913(1.50") Passed(66%) — 1.0 D+1.0 S(Alt Spans) Member Type:Drop Beam <br /> Shear(Ibs) 1056 @ 1'1/4" 2872 Passed(37%) 115 1.0 D+1.0 5(Alt Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 2989 @ 4'11 7/8" 3946 Passed(76%) 1.15 1.0 D+1.0 S(Alt Spans) suilding Code:IeC <br /> Live Load Defl.(in) 0.116 @ 5'1/16" 0.317 Passed(L/985) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:aSD <br /> i Total Load DeFl.(in) 0.176 @ 5'1/16" 0.476 Passed(L/650) -- 1.0 D+1.0 S(Alt Spans) <br /> •DeFlection Criteria:LL(LJ360)and TL(Uz40). <br /> •Overhang deFlection criteria:LL(2L/360)and TL(2LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stzbility. <br /> •Applicable calculatlons are based on NDS 2005 methodology. <br /> _ __ --_- — . <br /> ---_-- - <br /> Bearing Loads to SuPPorts(Ibs __ <br /> � _�, <br /> I$UPPOI'CS Total Available Required Dead Snow Todl Accessories � <br /> ' 1-Hanger on 9 1/4"SPF beam 3.00" Hanger' 1.50" 451 874 1325 See note' <br /> 2-Column-SPF 5.50" 5.50" 1.50" 501 966 1467 Bloctdng <br /> •Blocking Panels are assumed to carry no loads applied direcUy above them and the full load is applied to the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •'See Connector grid below for additional informabon and/or requirementr. <br /> __. ..--_. .._.------.__..—— —._.. .. . . ..__ ..._-- _—._-_—_ _ ____ _._..._...__. <br /> rConnector:Sim son Stron -Tie Connectors <br /> �Support Model Seat Length Top Nails Pace Nails Member Nails Accessories �'� <br /> 1-Face Mount Hanqer U210-2 2.00" N/A 14dOd common 6-lOd mmmon <br /> Tributary Dead Snow <br /> Loads �ocar;on wiam �0.90) (i.is) comm�cs <br /> ,1-Uniform(PSF) 0 to 10'6" 5' 16.8 35A roof <br /> _ ___— — -..._.--- --- -- /� <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INRIATIVE <br /> l <br /> ��Weyerhaeuser warrants that the sizing of ifs products will be in acwrdance with Weyerhaeuser product design criteria and published design values. <br /> ��Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (�ww.woodhwv_y ry�ml 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 calculatlon is compatlble 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 wpport informatlon have been provided by Forte Software Operator <br /> Forte SoRware operator Job Notes 7/10/2014 10:12:21 AM <br /> Ryan Fritz Gonyea Homes FOrt@ v4.6,D2sign Engine:V6.1.1.5 <br /> Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)470�803 195 Kinryre Lane <br /> Ryan Fri�z@iymarnumbercom Orono.MN �isrzoia Page 27 of 43 <br />