Laserfiche WebLink
� MEMBER REPORT Main Floor,Dro Beam Porch left horiz PASSED <br /> .IFORTE � p <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'3" <br /> ��� :r ��� � �=;�x: ������ .��� �' <br /> , <br /> t, �.� ...s.,- ,- � � - . <br /> + + <br /> 0 0 <br /> �� <br /> �� <br /> � 6" 5'6" <br /> � <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 ncwai�a�ocadan aiowea Res�it LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 624 @ 6' 1913(1.50") Passed(33%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Drop Beam <br /> Shear(Ibs) 439 @ 5'2 3/4" 2872 Passed(15%) 1.15 1.0 D+ 1.0 S(AI[Spans) euilding Use:Residentlal <br /> Moment(Ft-Ib5) 812 @ 3'4 13/16" 3946 Passed(21%) 1.15 1.0 D+1.0 5(Alt Spans) ' euilding Code:IBC <br /> Live Load Defl.(in) 0.010 @ 3'4 1/2" 0.176 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> ,Total Load DeFl.(in) 0.015 @ 3'4 1/2" 0.264 Passed(LJ999+) -- 1.0 D+1.0 S(Alt Spans) <br /> •DeFlection criteria:LL(LJ360)and TL(L/240). <br /> •Overhang deFlection criteria:LL(2l,/360)and TL(2LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'o/t unless detailed othenvise.Proper attachment and positioning of lateral bracing <br /> is required to achieve member stability. <br /> •Applicable calculatlons are based on NDS 2005 methodology. <br /> Bearing Loads to Supports Qbs) 1 <br /> I Supports Tocai Available Rey���ea oeaa snow rorai nccessor�es I <br /> 1-Column-SPF 5.50" 5.50" L50" 282 538 820 Bloclting <br /> 2-Hanger on 9 1/4"SPP beam . 3.00" Hanger� 1.50" 232 450 682 See note� <br /> •Blocking Panels are assumed to carry no loads applied directly 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 information and/or requirementr. <br /> !Connector:Sim son Stron -Tie Connectors <br /> �Support Model Seat Length Top Nails Face Nails Member Nails Accessories � <br /> 2-Face Mount Hanger U210-2 2.00" N/A 14-lOd z 1-1/2 6-lOd x 1-1/2 <br /> -- — ---- ------ —._ . ._.. —_ ..---.......------ <br /> Tributary Dead Soow <br /> 'Loads �oca�on wiari, �0.90� �i.is� commena <br /> �1-Uniform(PSF) 0 to 6'3" 4'6" 16.8 35.0 roof <br /> Weyerhaeuser Notes n5U5TAINABLE FORESTRY INRIATNE <br /> l <br /> Weyerhaeuser warrantr that the sizing of its produtts will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> ���.(www wmAb�y.mml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this wftware.Use of this soRware 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.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable <br /> I forestry standards. <br /> ���The produc[application,input design loads,dimensions and support information have been provided by Forte SoRware Operator <br /> Forte Software Operator .lob Notes 7/10/2014 10:1221 AM <br /> Ryan Fritz <br /> �onyea 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 Kinryre Lane <br /> Rvan Fritz.�alymanlumber.com Orono,MN 7l9/20�4 Page 30 of 43 <br />