Laserfiche WebLink
�F 0 R T E� MEMBERREPORT LowerLevel,Beamatdeck-left PASSED � <br /> i piece(s) 5 1/4"x ii 7/8" 2.OE Parallam0 Plus PSL SL2- Moist Use(16% < MC <_ <br /> 28%) <br /> Overall Length:37'S 1/4" <br /> � ,- „�� � _rye., z�. :, <br /> + <br /> �r. �" p <br /> O <br /> n . n ii . . , . � ' <br /> ' n . � i� � . .. n � i <br /> n . . �� � . � � n . � � � . i <br /> ii �� .. . . . . � n . .. i <br /> �i � � ��� . . . . � �r� . � <br /> � 12'8' � 11'3' � 11'3" � <br /> o a o a <br /> All locations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ' i!RS61��S , , ; �Id81.oCiqon = ,AYowed , = RNuk, � , ._ LAF 1��¢S�oe.{Pat�em) System:Floor <br /> Member Reactlon(Ibs) 3267 @ 14'1/4" 10612(5.50") Passed(31%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam <br /> Shear(Ibs) 1819 @ 12'9 5/8" 8196 Passed(22%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 4447 @ 6'8 1/16" 18808 Passed(24%) 1.00 1.0 D+1.0 L(Alt Spans) Buuding Cade:IBC <br /> Live Load DeFl.(in) 0.099 @ 7'2 7/16" 0.432 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.159 @ 7'1 15/16" 0.648 Passed(U979) -- 1.0 D+1.0 L(Alt Spans) <br /> • Deflectbn criteria:LL(U360)and T�(Uz40)• <br /> •Overhang deflection criteria:LL(2U360)and TL(2UZ40)• <br /> •Bradng(Lu):All compression edges(top and bottom)must be braced at 37'S 1/4"o/c unless detailed otherwise.Proper attachment and positionirg of lateral <br /> bracing is required to achieve member stability. <br /> "Betrillp • iO�df�D 3Yppolts{Ibs) <br /> �p�� To�l Ar�iln6le R�9�r�ad ` Datd � TaRal ; Aa�aorias <br /> 1-Column-SPF 5.50" 5.50" 1.50" 488 1427 1915 Bbcking <br /> 2-Column-SPF 5.50" 5.50" 1.69" 870 2397 3267 Blocking <br /> 3-Column-SPF 5.50" 5.50" 1.50" 595 1564 2159 Blocking <br /> 4-Column-SPF 2.75" 2.75" 1.50" 334 963/-61 1297/-61 Blocking <br /> •Blocking Panels are assumed to carty no bads applied direcUy above them and the full load is applied to tfie member being designed. <br /> Tdbulary De�d HOorlfire <br /> Loads wc�won wjaa� ' (a9o) (s.00) conrne� <br /> 1-Uniform(PSF) 0 N 13'7" 5'3" 10.0 40.0 Deck load <br /> 2-Un'rform(PSF) 13'7"to 32'8" 2'6" 10.0 40.0 Deck load <br /> 3-Unrform(PSF) 32'8"to 37'S 1/4" 5'3" 10.0 40.0 Detk bad <br /> Wey6rhaeuSer MOteS' �SUS�AINABIE FORESTRY INRIAi1VE <br /> Weyerhaeuser warrants that the sizing of its producis will be in accordance wfth Weyerhaeuser product design aiteria and publisFied design values. <br /> Weyerhaeuser expressty disclafms any other warrandes related to the software.Refer to current Weyerhaeuser literature for instalWtbn details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Bbcks)are not designed by this software.Use of this software is not iMended to <br /> circumveM the need for a design professional as determined Iry the autho�ity having jurisdiction.The designer of record,builder or framer is responsfble to <br /> assure that this calculadon is compatible with the rnerall proJect.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainade <br /> forestry�andards. <br /> The produd application,input design bads,dimensions and wpport infomiation have been provided by PWn date:06/OS/2015 <br /> Forte Sottware Oparawr dob Notes 8/6/2015 9:1234 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 />! john_nelsen@lymanlum6er.com . #20529 08/05/2015 P2g8 40 Of 43 <br />