Laserfiche WebLink
' �� F 0 R T E a Lower Level,Drop Beam over Refngerator(H) FASSED <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'11" <br /> + + <br /> 0 0 <br /> _ � _ <br /> � � <br /> � � <br /> � , <br /> �,� � <br /> � 3. <br /> � � <br /> All locatfons are measured from the outside face of left support(or left cantilever end).All dimensione are horizontal.;Drawing is Conceptual <br /> Desi n Results Actual�Locatlon Allowed Result LDF Load:Combinatfon(Patbem) Systern:Fbor <br /> Member Readion(Ibs) 7595 @ 3'7" 10519(5.50") Passed(72%) -- 1.0 D+1.0 L(All Spans) Member rype:Drop eeam <br /> Shear(Ibs) 2047 @ 2'8 1/4" 3746 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) euilding use:Residentlal <br /> Moment(Ft-Ibs) 2959 @ 2'4 3/16" 5147 Passed(57%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:iBC 2012 <br /> Live Load Defl.(in) 0.010�2'7/16" 0.108 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> ToWI Load DeFl.(in) 0.014 @ 2'7/16" 0.162 Passed(U�99+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectbn criteria:LL(L/360)and TL(L/240). <br /> •Bracing(Lu):All compression edges(h�p and bot6om)must be braced at 3'il"o/c unless detailed atherwise.Proper atpchment and posidoning of lateral <br /> bradng fs reqWred to achieve member stability. <br /> •Applkable okulations are based on NDS. <br /> Beadng Loads to 5upports(lbc) <br /> Supports Total Available Required Dead � Total Acaeasories <br /> 1-Column-SPF 5.50" 5.50" 1.79" 952 2466 3418 Bbtldng <br /> —_ ._ _ _. <br /> 2-Column-SPF 5.50" 5.50" 3.97" 2157 5438 7595 Bloddng . <br /> •&odcing Panels are assumed to carty no bads applied directly alwve tliem and the full load is applied to the member being desgned. <br /> Tributary Dead Floor Live <br /> LOd(�5 LocaBon(Slde) YVidth (0.90) (1.00) Con�n�nM <br /> 0-Self Weight(PLF) 0 M 3'11" N/A 10.6 <br /> 1-UnHorm(PSF) 0 Lo 3'11"(Front) 26'3" I5.0 40.0 Fbor-Main Level <br /> 2-Un'rform(PLF) 3'2"�11" N/A 90.0 - Wall-Main Levd <br /> 3-Un'rform(PSF) 3'2"�11" ZT 6" 15.0 40.0 Floor-Upper Levd <br /> Linked from:Flush <br /> 4-Point(Ib) 3'2"(front) N/A 1149 2966 Beam over Hallway <br /> H rt 2 <br /> Weyerhaeuser Notes �$SUSTAINABIE FORESiRY INITIATIVE <br /> Weyerhaeuser wartarKs that the sizing of its products will be in accordarxe with Weyert�aeuser produtt design criteria and published design values. 1 <br /> Weyerhaeuser expressty disdaims any other warrarnies rela6ed to the software.Refer to current Weyerhaeuser liberature for InstalWdon detaNs. <br /> (www.waodbyvry.00m)Aaessories(Rim Board,Blocking Panels and Squash Blaks)are not designed by this software.Use of this software is not intended to <br /> drcumveM tfie need for a design professional as determined by the authaity havirg Jurisdicdon.The designer of record,builder a framer is responsiWe to <br /> assure that this plculatlon is compatlble with tfie overall pro�ect.Produc�s manufactured at Weyerhaeuser faGlities are third-party cerdfied 6o sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Prod��cts have been evaluated by ICC ES untkr technkal reports ESR-1153 and ESR 1387 and/or tested in <br /> accordance wRh appicable nSrM standards. For currerd code evaluatlon reports refer to http://www.woodbywy.comJservioes/s_CodeReports.aspx. <br /> The product application,input design Ioads,dimensions and wpport infortnation have been provWed by Gorryea;plan dated 9/29/2016. <br /> Forte Software Operetor �ob Notes 10/20/2016 3:23:05 PM <br /> Forte v5.1,Desi n En ine V6.5.1.1 <br /> � Je�trey Dory.De;ion Supenisor Gonyea Homes-GHO660 � g g <br /> ILyman i_umbar Company i 30!_aka%.e:v P3r3way:Orona i�4N '�30 Lakeview Pa�kway:Orono. MN.4te <br /> �QiT;4'U-�9oo Evenson Res�dence <br /> I jafr dotyr:�!y,naNumber.com +.:T�0:2nt6�#2�ISSd <br /> j " Page 31 of 32 <br />