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� MEMBER REPORT Main Floor,Dro Beam Porch left vert PASSED <br /> '.1FORTE � p <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:9'3" <br /> + 1 + <br /> � o <br /> ;; <br /> „ <br /> � 6�, ,_ 8�6�� <br /> �L �f <br /> 0 � <br /> All locations are measured from the outslde face of left suppoR(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> --___ __ - _— --_ —_ —_ _— <br /> Desi n Results Actual @ Location Allowed Result LDF Load:Canbination(Pattern) System:Floor <br /> Member Reaction(Ibs) 2024 @ 9'1 1/2" 5738(3.00") Passed(35%) -- 1.0 D+ 1.0 S(Alt Spans) Member Type:orop seam <br /> Shear Qbs) 1698 @ 1'8 3/4" 4308 Passed(39%) 115 1.0 D+ 1.0 5(All Spans) euilding Use:Residentlal <br /> Moment(Ft-Ibs) 4930 @ 5'4 9/16" 5919 Passed(83%) 1.15 1.0 D+1.0 S(AI[Spans) Building Code:ISC <br /> Live Load Defl.(in) 0.085 @ 4'11 1/8" 0.280 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) oesign Methodoiogy:a5D <br /> i Total Load Defl.(in) 0.145 @ 4'11 1/8" 0.420 Passed(L/697) -- 1.0 D+ 1.0 S(Alt Spans) <br /> -- — -- - --_ --— --- <br /> �DeFlectlon criteria:LL(1J360)and TL(LJ240). <br /> •Overhang deFlecdon criteria:LL(2U360)and TL(2LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculatlons are based on NDS 2005 methodology. <br /> _.. _.—..Bearing ..._ ___.._—....loads to SuPPo►ts(Ibs). . _ .—_ . . __-..._._.._� <br /> Supports 7otal Available Required Dead Snow 7oGil Accessories � <br /> 1-Calumn-SPF 5.50" 5.50" 150" 1059 1441 2500 Blocking <br /> �I 2_Trimmer_SPF 3.00" 3.00" 1.50" 845 1179 2024 None i <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 /> __—__ Tributarv Dead Snow —____ __ __� <br /> Loads �ocaLon w�an, �o.eo) �i.is� commeots i <br /> �-Uniform(PSF) 0 to 5'6" 7'6" 25.5 35A roof <br /> 2-Uniform(PSF) 5'6"to 9'3" 5'6" 25.5 35.0 roof � <br /> Linked from:Drop <br /> 3-Point pb) 5'6" N/A 232 450 Beam Porch left <br /> h riz Su rt 2 <br /> -------- —�------ —�----- --- <br /> ;Weyerhaeuser Notes �SUSTAINABLE FORESTRY INRIA7NE <br /> !Weyerhaeuser warrantr that the sizing of itr productr will be in accordance with Weyerhaeuser produd 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 /> I(�ww woodbppry.coml Aaessories(Rim Board,Blocldng Panels and Squash Blocks)are not d�igned by this software.Use of this soRware is not intended to <br /> I circumvent the need for a design professional as determined by the authority having junsdiction.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 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 Software Operator ,lob Notes 7/10/2014 10:12:21 AM <br /> ' Ryan Fri�z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> ILyman Lumber company Miller Residence 195 Kmtyre Lane.4te <br /> (952j 470-0803 195 Kintyre Lane <br /> IRyan Fritz�lymanlumbercom orono,MN 7/9/zola Page 29 of 43 <br />