2014-00771 - detached single family

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�� r O R T E MEMBER REPORT Basement,Flush Beam Game Rm PASSED 3 piece(s) 1 3/4"x il 7/8" 2.OE Microllamp LVL Overall Length:22' 1 3/4" + 1 11 1 1 � _ ; _ ; � ��: _� �'� 10'6" � � 10'3" � 'f � 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ---- ——-- --- —— ---------- — Desi n Results Actual�Location Allowed Resuk LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 30336 @ 11'3 1/4" 31500(8.00") Passed(96%) -- 1.0 D+lA L(All Spans) � Member Type:Flush eeam Shear(Ibs) 10229 @ 12'7 1/8" 11845 Passed(86%) 1.00 1.0 D+1.0 L(All Spans) suilding Use:Residentlal Moment(Ft-Ibs) -23219 @ 11'3 1/4" 26772 Passed(87%) 1.00 1.0 D+1.0 L(All Spans) ', Building Code:iBC Live Load DeFl.(in) 0.215 @ 16'7 7/8" 0.268 Passed(U598) -- 1.0 D+ 1.0 L(Alt Spans) I oesign Methodo�ogy:a5D Total Load DeFl.(in) 0.288 @ 16'8 7/8" 0.535_ Passed(L/446) -- 1.0 D+1.0 L(Alt Spans) --- ----- ------ •DeFlectlon criteria:LL(L/480)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3 15/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ---..__ ._ .. .. . ._----__------- ---------- ..._.... .. . . .__----._ .__---. . ..._ . --------- ---.._...__ _.._... Bearing Loads M Suppats Qbs) �� SuPpo� Total Available Required Dead U�r To�l Accessories I-Column-PSL 5.25' S.25` 2.52" 2520 �866� 9910/-866 Bloclting 2-Column Cap-steel 8.00" 8.00" 7J0" 8835 21501 30336 None 3348/- 3-Stud wall-PSL _3.50" 3.50"_ 1.87" 1327 639 4675/-639 Blaldng_ _ I, •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ---.._._. ..._.__._. .---- ._.--------- ----------. .. Tri6utary Dead Floor Live ', Loads wcacion w�am �0.90� �i.00� co�r��„��cs ' 1-Uniform(PSF) 0 to 18' 22'6" 15.0 40.0 Floor ' '2-Unifortn(PSF) 18'to 21'11" 3' 15.0 40.0 stairs 3-Uniform(PLF) 11'to 12' N/A 90.0 - wall 4-Uniform(PSF) 11'to 12' 21' 15.0 40.0 flaor 5-Uniform(PLF) 14'10"to 18' N/A 90.0 - wall 6-Uniform(PSF) 14'10"to 18' 21' 15.0 40.0 floor Linked from:Beam 7-Point(Ib) 0 N/A 1092 2800 Foyer/Great Rm, su rt 1 Linked from:Beam 8-Point(Ib) 11' N/A 1924 4538 Butlers Pantry, u rtz 9-Point(Ib) 11'10" N/A 523 1365 �nked from:SR Arch Hdr Su rt 1 10-Point(Ib) 14'10" N/A 523 1365 �nked from:SR Arch Hdr Su rt 2 Linked from:Flush 11-Point(Ib) 18' N/A 297 188 Beam Stainvell, s� rt i !Weyerhaeuser Notes (Z})SUSTAINABIE fORESTRY INITIATNE 1 .Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. �.Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation deteils. j(www.wooAhpyy.c�ml Accessories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to i circumvent the need for a d�ign professional as de[ermined by the au[hority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foreshy standards. The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator � Forte Software Operetor .lob Notes 7/10/2014 10:12:22 AM ! Ryan Fntz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 I Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470-4803 195 Kintyre Lane i Ryan Fntz^alvmanlumber com Orono.MN 7/9/2014 Page 41 of 43 � .__. __.. ....... .... . .. ..._ .__. __. ..._ _._.. .......