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� 6u�E F�F�',e�K ��F::PO4,"� BASEMENT PATIO DOOR, 9'PATIO DOOR IN BSMT PASSED i�l� O R T E 2 piece(s) 13/4" x 11 7/8" 1.55E TimberStrand0 LSL Overall Length:9 7 0 ;.�i��`y,'�t�'"': . ., . ,� � + o -- ------- —--. �--------__---- -- -------- ---— � 910 � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horimntal.;Drawing is Conceptual _ _ . _ __ _ _ _ _.. �Design Results Actual(c�Location Allowed Resuft LDF Load:Combination(Pattern) ! Sys[em:Wall �Member Reaction(Ibs) 4516 @ 9 S 8 7613(3.00") Passed(59%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 3434 @ 1 2 14 8590 Pa55ed(40%) 1.�0 1.0 D+ 1.0 L(All Spans) euilding Use:Residential �Moment(Ft-ibs) 10560 @ 4 9 8 15953 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) Buiiding Code:IBC 2009 !Live Load Defl.(in) 0.148 @ 4 9 8 0.311 Passed(L/756) - 1.0 D+ 1.0 L(All Spans) Desi9n Methodology:ASD Total Load Defl.(in) 0.257 @ 4 9 8 0.467 Passed(L/436) -- 1.0 D+ 1.0 L(All Spans) �___-_ -- _ _- ----------- - __ _ __ _ __ � Deflection criteria:LL(LJ360}and TL(L/240). • Bracing(Lu):All mmpression edges([op and bottom)must be braced at 9 7 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabllity. .._.._. __----._ . .._. _ . . .___... _ ..._... _ ._. __.._.._ .._.. ... .. . ----__ .___ _ .. _.. . .��.. � Bearing Loads tn Supports(Ibs) 'SUP�lO1t5 Total Available Required Dead F�O°� Srww Total Accessories Live I 1-Trimmer-SPF 3,00" 3.00" 1.78" 1833 2683 268 4784 None �2-Trimmer-SPF 3.00" 3.00" iJ8" 1833 2683 268 4784 None Tributary Dead Floor Live Snow L00d5 Location(Side) width (0.90) (1.00) (1.15) Comments 0-Scl(Weight(PLF) 0 0 0 ro 9 7 0 N/A 13D FLOOR TRUSSES: 1 -Uniform(PSF) 0 0 0 to 9 7 0 14 0 0 I5.0 40.0 - 28'SPAN TO BEARING 2-Uniform(PLF) 0 0 6 ro 9 7 0 N/A 90.0 - _ WALL/VJINDOWS DEAD ABOVE Linked trom:UPPER 3-Point(Ib) 3 3 8 N/A 333 - 268 MORNING ROOM HEADER Su ort 2 Linked from:UPPER 4-Point(Ib) 6 3 8 N/A 333 - 268 MORNING ROOM HEADER Su ort 3 IW@�!@CF18eU5e�NOtPS (Z�SUSTAINABtE FORESTRY INITIATIVE 1 Weyerhaeuser warran[s that the sizing of its products will be in acmrdance with Weyerhaeuser product design criteria and published desgn values. I Weyerhaeuser expressly disclaims any other warranties related to the software.Refer ro current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessones(Rim Board,Blocking Panels and Squash Blocks)are not designed by[bis sokware.Use of this software is not intended to circumvent the need for a design professional as determined by the authoriry having jurisdictlon.The designer of record,builder or framer is responsiWe ro assure that this calcutation is compatible with the overell projec[.Products manufac[ured at Weyerhaeuser tanlities are third-par[y certified to sustainable ifores[ry s[andards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technlcal reports ESR-1153 and ESR-1387 and/or tested in accordance with apaicable ASTM standards. For current code evaluaGon reports refer[o http://www.woodbywy.com/services/s_CodeReports.aspx. I,The producc application,input desgn loads,dimensions and support information have been provided by Forte Sof[ware Operator _ ____ Forte Softwarc�Op«�rator Job Notes ; 1 Url�'�L(11 6 1!.1 1_U�)�-��V� t�rJi�ntia.ih�.�l ------ ----- A,9r�UflttJ---- ----�....�..----..'.'-- I f�OfICVJ.7. U('S�y�l�llylflf.�/fj.�i.l.� t„m��+;.,m�� i.n✓ri Fss 2 7'o�v �, MODERN LOVEL ESS 2 STORY SUP CALC.S 10-28- Csizi�a,��asos � nd:im I�.iarthr.�,,,inmp^rl4�rr,te t�<�,�n ��.��C ; Paqe 5 of 5