6220 EVERGREEN WAY VALUE VILLAGE 2020-02-07

Egvl i Level, Beam beneath RTU5 -,f L ,,".. 1 piece(s) 5 1/8" x 22 1/2' 24F-V8 DF Glulam Li. Right overhang exceeds the maximum length of 7'f"~ 'ki-: ,'¢ Overall Sloped Len•the 66'3 7/16" + + o _.. '....'.,. a � 12 , 3 � n 42' l•mi,�r 21' / / All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LOP Load:Combination(Pattern) System:Roof Member Reaction(lbs) 5062 @ 2" 7623(3.50") Passed(66%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Flush Beam Shear(lbs) 6992 @ 40'5 11/16" 23428 Passed(30%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Commercial Pos Moment(Ft-lbs) 44300 @ 17'10" 88393 Passed(50%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 Neg Moment(Ft-lbs) -64272 @ 42'6 7/8" 65941 Passed(97%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD -- 1.0 D+1.0 S(Alt Spans) Member Pitch:3/12 Total Load Defl.(In) 2.889 @ 63'10 1/4" 2.925 Passed(21/182) -- 1.0 D+1.0 S(Alt Spans) •Deflection criteria:U.(1/240)and TL(1/180). •Overhang deflection criteria:LL(21/240)and TL(21/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 41'6"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'11"o/c unless detailed otherwise. •Moment capacity over cantilever support 2 has been reduced by 25%to lessen the effects of buckling. •Critical positive moment adjusted by a volume factor of 0.89 that was calculated using length L=36'5 1/16". •Critical negative moment adjusted by a volume factor of 0.88 that was calculated using length L=38'5 1/8". • Upward deflection on right cantilever exceeds 0.4". •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NOS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 2.32" 1509 3553 5062 Blocking 2-Beam-GLB 6.75" 6.75" 4.06" 4850 9087 13937 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 63'10 1/4" N/A 28.0 1-Uniform(PLF) 0 to 63'10 1/4" N/A 63.0 190.0 Roof 2-Point(Ib) 42' N/A 368 _ Mechanical equipment Weyerhaeuser Notes ( .SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by E.Avelar .,fit` �� (\l 0 L /iv M471 v2 e4 !. k Oe-ft re ( 1"› ._ Forte Software Operator Job Notes 12/15/2018 7:09:03 AM Eduardo Avelar Value Village Forte v5.4, Design Engine:V7.1.1.3 ACD Engineering Job.4te (206)251-1340 eavelar@ac_____eer ng.cam Page