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E' E <br /> emu; FORT - MEMBER REPORT PASSED <br /> ROOF,Roof: WSIING Drop Seams <br /> 1 piece(s)3 112"x 71/2"24F-V4 DF Glulam <br /> Sloped Length:16'411/16" <br /> 0 p <br /> 1 1 <br /> Fil <br /> 1.. <br /> a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:165 5/16" <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 1262 @ 2" 5206(3.50") Passed(24%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 1121 @ 11" 5333 Passed(210% Building Use;Residential) 1.IS 1.0 D+1.0 S(Alf Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-Ibs) 4946 @ 8'2" 7547 Passed(66%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.670 @ 8'2" 0.803 Passed(L/287) 1.0 D+1.0 S(All Spans) Member Pilch:1/12 <br /> Total Load Defl.(in) 1.036 @ 8'2" 1.070 1 Passed(L/186) — 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/240)and TL(U1H0). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'11116", <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified glulam Is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer, <br /> •Applicable calculations are based on NDS. <br /> Bearing Length ... ....Lands to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Total Accessories . <br /> 1-Beveled Plate-SPF 3.S0" 3.50" 1.50" 446 653 817 1916 Blocking <br /> 2-Beveled Plata-SPF 3.50" 3.50" 1 1.50" 446 653 817 1916 Blocking <br /> •Blocking Panels are assumed to carry no loads applied drectly above them and the full load Is applied to the member being designed. <br /> Lateral Bracing Bracing intervals comments <br /> Top Edge(Lu) 1615,o/c <br /> Bottom Edge(Lu) 16'5"c/o <br /> -Maximum allowable bracing Intervals based on applied load. <br /> Debts:.i'. ...Roof Live Snow <br /> Vertical Loads I o tat(slda) THbuterY Nrldlh (MM (mete Stowe s.2s) cornmeittx <br /> 0-Self Weight(PLF) 0 m 16'W N/A 6.4 — -- <br /> 1-Uniform(PM 0 to 16'4' 4' 12A 20.0 25.0 Roof Load <br /> Member Notes <br /> EXISTING 48"oc GLS PURUN <br /> We <br /> yerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> 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 <br /> 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 <br /> Weyerhaeuser faolitles are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.00m/woodproducls/document-ilbrary. <br /> The product application,input design loads,dimensions and support information have been provided by ESG <br /> ForteWES Software Operator Job Notes 3/17/2022 1:35:07 AM UTC <br /> Eli Grassley BARBERI RESIDENCE <br /> Engineered Structures Global Design,PLLC ForteWEB 0.2,Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (206)890-5949 <br /> engineer@esg-design.com Weyerhaeuser file Name: Barbed <br /> Pagel/1 <br />