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�F 0 R T E � MEMBER REPORT LowerLevel,Drhdrbump out-rear PASSED � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'S" <br /> + + <br /> 0 0 <br /> � 3.r � <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 /> `�1A!a�Op , ,: �RoweO ,:LDF L@�d;Cp�p6Mm�tm{Palbe�n) . System:Wall <br /> Member Reaction(Ibs)' 1286 @ 0 1913(1.50") Passed(67%) -- 1.0 D+1.0 S(All Spans) Member rype:Header <br /> Shear(Ibs) 127 @ 10 3/4" 2498 Passed(5%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 228 @ 1'8 1/2" 3431 Passed(7%) 1.00 1.0 D+1.0 L(All Spans) euildtrg Code:IBC <br /> Live Load Defl.(in) 0.000 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) oesgn wettwdology:ASD <br /> Total Load Defl.(in) 0.002 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectbn criteria:LL(LJ360)and ll(1J290). <br /> •Bracing(Lu):All campression edges(top and bottom)must be brated at 3'S"o/c unless detailed othervvise.Proper attachmeM and posidonirg of lateral <br /> bradng is required to achieve member stability. <br /> •Applicable wkulations are based on NDS 2005 methodology. <br /> , , <br /> - ... <.`�M!$11J1 � ':,. . .,,;, <,=,iAi4i�D��),. � " . <br /> � Tdil �ilraasl�e Requ6ed `lfe�A ,. �OOr ,S�orir' ''Total Aeaesmories „ <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 598 74 688 1360 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 598 74 688 1360 None <br /> 7Y�r�I Qa1d _Fioor live Snow <br /> LA�f15 loofion' WWtl� (Q90) (lA0) �L1� Coa�s <br /> 1-Unrform(PSF) 0 to 3'S" 1' 15.0 40.0 - Main level floor bad <br /> 2-Un'rform(PLF) 0 to 3'S" N/A 9p.0 _ _ Main levd exterior <br /> wall bad <br /> 3-Uniform(PSF) 0 to 3'S" 0 10.0 40.0 - Deck load <br /> 4-Point(Ib) 0 N/A 4p5 _ � lJnked from:Dr hdr <br /> Dini Su rt 1 <br /> 5-Point(Ib) 3'S" N/A 405 - � lJnked from:Dr hdr <br /> Dinin Su 2 <br /> W��a�N1s�'�N�S .'��. � . ... ` . :. , , .�. � �. .. .. . . .� . . (Z�SUSTAINABLE FORESTRY INRIATIVE <br /> l <br /> Weyerhaeuser wartantr that the sizing of its products will be in aaadance with Weyerhaeuser praduct design criteria and published design values. <br /> Weyerhaeuser expressty disclaims any other wartaMies related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Aaessories(Rim Board,Blodcing Pands and Squash Blocks)are not designed by this soRware.Use of this software is not intended to <br /> circumveM the need for a design professional as determined by the autlwrity haWng jurisdiction.The designer of record,builder a framer Is responsible to <br /> assure that this cakuladon is compadble wfth tfie overall project.Products manufactured at Weyerhaeuser fadlides are third-party certifled to sustainable <br /> fore5try standards. <br /> The praduct applitation,inprt design loads,dimensions and support infortnation have been provided by PWn date:06/OS/2015 <br /> Forte SoRware operotor Job NOMs 8/6/2015 9:12:33 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> � �ohn nelsen/�iymanlumbe�.r,om #205290N/OS/2i»5 <br /> . - Page 34 oi 43 <br />