Laserfiche WebLink
� MEMBER REPORT Basement, Wdw Hdr LL Bed PASSED <br /> .1FORTE � <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:2'9" <br /> + _� _� + <br /> o - - o <br /> r�e b� <br /> ���� rW �+ � *� � <br /> z�6" <br /> a o <br /> Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ----------- - - -- —--- ----- __----------- <br /> '.De51 n Results ACWaI @ location Allowetl Result LDF Load:Combination(Pattem)[Group] �'�, System:Wall <br /> Member Reaction Qbs) 2860 @ 2'9" 2869(1.50") Passed(100%) -- 1.0 D+1.0 S(All Spans)[1] Member Type:Header <br /> Shear(Ibs) 101 @ 10 3/4" 3746 Passed(3%) 1.00 1.0 D+1.0 L(All Spans)[1] Building Use:Residentlal <br /> I Moment(Ft-Ibs) 199 @ 1'4 1/2" 5147 Passed(4%) 1.00 1.0 D+1.0 L(All Spans)[1] suiiding Code:IBC <br /> 'Live Load DeFl.(in) 0.000 @ 1'4 1/2" 0.092 Passed(L,/999+) -- 1.0 D+lA L(All Spans)[1] ' Design Methodology:n5o <br /> !Total Load Defl.(in) 0.001 @ 1'4 1/2" 0.138 _ Passed(L,/999+) — 1.0 D+lA L(All Spans)[1] <br /> •DeFlection criteria:LL(L/360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9"o/c unless detailed otherwise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> I Bearing Loads to Supports(Ibs) <br /> ',$UPPOI't5 Total Arailabie Required Dead 4.re� Snow Total Accessories <br /> ��1-Trimmer-SPP 1.50" 1.50" L50" 539 152 481 lll2 None � <br /> '�2 Trimmer SPP 1.50" 1.50" 1.50" 1379 229 1481 3089 None � <br /> I'� Tributarv Dead Floor Live Snow � <br /> 'Loads �«aeon w�drn �0.90� �i.00� �i.is� commeocs ' <br /> ��.1-Uniform(PSF) 0 to 2'9" 2' 15.0 40.0 - Floor '� <br /> '�2-Unitorm(PLF) 0 to 2'9" N/A 90.0 - - wall � <br /> Linked from:Wdw <br /> 3-Point(Ib) 0 N/A 360 42/-6 481 Hdr Dinette left, <br /> s� ort i <br /> Linked from:Wdw <br /> 4-Point(Ib) 2'9" N/A 1200 119 1481 Hdr Dinette left, <br /> Su rt 2 <br /> ----- ------------ ----- -- /� <br /> Weyerhaeu5er Notes (Z�SUSTAINABLE FORESiR71NITIATNE <br /> l <br /> �I Weyerhaeuser warrants 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 warranties related to the software.Refer to current Weyerhaeuser literature for installation delails. <br /> I(www.woodbpyy.coml Accessories(Rim Board,Blocldng Panels and Squash Blxks)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 retord,builder or framer is responsible to <br /> assure that this calculation is compatlble with the overall project.Productr manufactured 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 /> I Foke Software Operetor dob Notes 7/10l2014 10:12:21 AM <br /> Ryan Fricz �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 Kintyre Lane <br /> Ryan Fritz@lymanlumber.com Orono,MN 7/9/2014 PBg2 39 Of 43 <br />