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F®R T E® MEMBER REPORT PASSED <br /> Level, ROOF FRAMING <br /> 1 piece(s)2 x 6 HF N0.2 @ 24"OC <br /> Sloped Len gth:8'9 7/16" <br /> s1; za � �.��)t z � < <br /> - >§�,<tt ?�. ��.5 i.,�.,,:�., t...r 13,t21�:+vxi l� c� ZS Z`�rLt t,r t.3 F:.+ t?, ` <br /> M' ,"Im <br /> 4�12 V S79" <br /> a o <br /> Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:8'11 1/4" <br /> Exults; AG#u3i@Loraaon,}t)t.;E5r0AlioE )i,! ,. <,a`.t`7tI1�i} Lead+ om ,natioY{ tYem� System Roof <br /> Member Reaction(Ibs) 340 @ 2 1/2" 2126(3.50") Passed(16%) -- 1.0 D+1.0 5(All Spans) Member Type:Joist <br /> Shear(Ibs) 281 @ 8 11/16" 949 Passed 30%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 <br /> Moment(Ft-Ibs) 639 @ 4'2" 921 Passed(69%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.182 @ 4'2" 0.417 Passed(L/551) -- 1.0 D+1.0 S(All Spans) Member Pitch:4/12 <br /> Total Load Defl.(in) 0.296 @ 4'2" 0.556 Passed(L/338) — 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:ILL(L/240)and TL(L/180). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> r , BEBitrny F 'g� fttrillrrt�t tilt,t '°� �'13tiPSl�fj5bt5�175� fit ` ;` t xr� f <br /> 'Supports ,,; Total Availablex R�urredE r�s1�a�:��'rk�5howi� : `Tout Ames ;s r <br /> 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 132 208 340 Blocking <br /> 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 132 208 340 Blocking <br /> •Blocking Panels are assumed to ca^y no loads applied directly above them and the full load is applied to the member being designed. <br /> t'acing,: Braun intervals ,1�i I <br /> ..lwil 6, -,- <br /> Top Edge(Lu) B'9"o/c <br /> Bottom Edge(Lu) 6 9"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> iD <br /> 1-Uniform(PSF) 0 to 8'4" 24" 15.0 25.0 fault Load <br /> ikhaiit1Sel".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 facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by FCC-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.weyerliaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes <br /> Kyriakos Moroseas 4/19/2022 6:13:45 PM UTC <br /> CDENGR ForteWEB 0.2, Engine: V8.2.0.17, Data:V8.1.0.16 <br /> (425)268-5946 <br /> mettaxam@gmail.com Weyerhaeuser He Name: BIRUK <br /> Page 2/8 <br />