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� Main Level,Flush Beam over Garage(H) PASSEG • � �F 0 R T E � 2 p;�e�s� 13�4„ X 91�2" 2.OE MicrollamQ LVL Overall Length:8' + + 0 0 - � - , � , � 8. � 'f o a All locations are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal.;Drawing is Conceptual Desi n Results acwa��ocae�on aio�rea rtewn LDF Wad:Combination(Pattem) syseem:Fioor Member Reaction(Ibs) 5930 @ 3" 5930(2.26") Passed(100%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4830 @ 1'1/2" 7265 Passed(66%) 1.15 1.0 D+1.0 S(All Spans) BWld�ng use:Res�deMial Moment(Ft-Ibs) 12648�4'6 1/16" 13541 Passed(93%) 1.15 1.0 D+1.0 S(All Spans) suil�ing Code:IBC 2012 Live Load DeFl.(in) 0.162 @ 4'1/16" 0.185 Passed(U�8) -- 1.0 D+1.0 S(All Spans) Des�gn Methodaogy:ASD Total Load DeFl.(in) 0.285 @ 4'1/16" 0.371 Passed(L/312) -- 1.0 D+1.0 S(All Spans) •Deflectlon criteria:u(U480)arxl TL(y240). • &acing(Lu):All compression edges(top and bottom)must be braced at 5'S 1/4"o/c unless detailed otherwise.Proper adachmeM and posftioning of la[eral bracing is required to achieve member stadlity. ::- -- -_-_:s.B�11r1�19_ _ : _.r.10M1l��tlhe�'.::._ _ SU�pO1T5 Total AVailable Required D�ad � Snow Total Aaaeoso� 1-Hanger on 91/2"SPF beam 3.00" Hargers 2.26" 2741 950 3534 7225 See note 1 2-Coiumn-SPF 5.50" 5.50" 2.07" 2386 970 2866 6222 &adci�g •Bbddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the rt�nber being designed. •At harger supports,the ToWI B�rirg dimensbn is equal to the width of the material that is supporting tlie hanger • 1 See Cannedor grid bebw for additlonal iMortnation and/or requiremeMs. Connector:Sim son Stron -Tie Connectors Support Model S�t Lenqth Top Nails Face Nails Member NaYs AccessoHes 1-Face Mount Hang� HGU5410 4.00" N/A 46-i6d wmmon 1616d double shear Ttibufary D�d Floor Lhre S�aw LODdS Loatloe j5ide) Widtl� (0.90j (3.00) (3.15)_ Comme�s 0-SeK Weight(PLF) 3"to 8' N/A 9.7 1-Unifortn(PSF) 0 to 8'(Front) 6' 15.0 40.0 - Floor-Upper Level 2-UniFortn(PSF) 0 to 8'(FroM) 3' 20.0 - 35.0 Snow-Maqs 3-Unifortn(PLF) 0 to 8'(FroM) N/A 80.0 - - Wall-Upper LeveJ 4-Un'rfortn(PSF) 0 to 4'(FroM) 19' 20.0 - 35.0 Snaw-Main 5-Unffortn(PSF) 4'to 5'(Front) 19'6" 20.0 - 35.0 Srww-Main Linked from: 6-Point(Ib) S(FroM) N/A 1302 - 2218 Bedroom#3 �rdow Su 1 Weyefiaeuser Notes 45USTAINABLE FORESTRY INITWTNE Weyerhaeuser warrards that the sizing of its praducts will be in accordance with Weyefiaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warrantles reJated to the software.Refer to curcent Weyerhaeuser liberature for InSpiWtlon detaNs. (www.woo�ywy.aom)Accessories(Rim Board,Bloddng Pands and Squash Bbcks)are rwt designed by tFds saRware.Use of this soRware is not iMended to drcianvent the need for a design professional as determined by the auUwrity having Jurisdiction.The designer of recad,builde or framer is respons�le to assure that fhis pkulatlon is compatlble with the overall pro�ct.Produds manufactured at Weyerha�ser faciliGes are third-party certified to sustainable forestry sFandards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical repats ESR-1153 and ESR-1387 and/or bested in accordance w�h applkable ASTM standards. For currerd code evaluatlon reports refer to http://www.woodbywy.cortyservices/s_CodeReports.as{nc. The product applicatlon,input design loads,dimensbns and wpport information have been provlded by Gorry�;plan dated 9/29/2016. Forte Software operator Job Notes 10/20!2016 3:23:05 PM �e�frey Dory.Desiyn Supervisor Gonyea Homes-GH066C Forte v5.1. Design Engine:V6.5.1.1 l.yrnan Lumoer Company 780 Lak�.-iaw Parkway�Oronu,��iN 780 Lak2view Parkway;Or.nno, MN.4te � (552)47�-4606 Evenson Res,eance �etf_doty',.�IymanP.imner.com 10%?Oi?0�16�.�21554 Page 23 of 32