306 88TH ST SE 2025-03-28 - Laserfiche WebLink

tt 1 FO R T E'.EM MEMBER REPORT PASSED Level, BM-3 2 piece(s)2 x 10 HF No.2 Overall Length:9'9 1/2` 0 C u,�E�t tst7l}§sft sS iS `r?t t�?t,'�}j'tr[ sites ❑2 All locations are measured from the outside fate of left support(or left cantilever end).All dimensions are horizontal. :i �� l 'tY S System:Floor Member Reaction(Ibs) 1783 @ 2'i 3/4" 4253(3.50") Passed(420!0) - 1.07D+1.0 S Alf Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 1361 @ V 2 3/4" 3191 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-IbS) -2917 @ 2'1314" 3833 Passed(76%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.08100 0.200 Passed(2L/640) -- 1.0 D+1.0 S(Ali Spans) Total Load Defl.(in) 0.133 @ 0 0.215 Passed(21./386) - 1.0 D+1.0 S(All Spans) •Deflection criteria:U.CL/480)and TL(L/240). •Overhang deflection criteria:LL(2L/0.2")and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •-363 Ibs uplift at support located at 9'7 1/2".Strapping or other restraint may be required. •Applicable calculations are based on NDS. i 1€ ut't1p4iCi1'Ir51,�v t{ �� 3h�,k ti� � - ,Total A1ra�Lable oared Dead Snow ,'1'ottil2 Af,+Ces5oh05 �,� 1 s 1-Stud wall-SPF 3.s0" 3.50" 1.50" 738 1045 1763 Blocking 2-Stud wall-SPF 3.50" 2.25" 1.50" -130 -233 -363 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to cant'no loads applied directly above them and the full load is applied to the member being designed. L � I ci119 ..ZzEk �ui4�grdG1I1 .3T[t>rt'{IaLS fit,yit 1{:Oi1t1711@flt5, .r. S l } L ;4til€ �4 i �\i- ''{' Top Edge(Lu) T 8"o/c Bottom Edge(Lu) 91 B 0/c -Maximum allowable bracing intervals based on applied load. i5 , E 1 � Dead snow � �Ieieat 19ad5 Location(Side) TnbutaryiNidth (0 90) (at 15) Gorortrents 0-Self Weight(PLF) 0 to 9'8 1/4" N/A 7.0' 1-Point(lb) 0(Front) N/A 270 406 Linked from:BM-2, Support 1 2-Point(lb) 0(Front) N/A 270 406 Linked from:SM-2, Support 1 l' . s .z.....: ... .,. ., .. .. ,. :.a ..z�... ,e.tEt>«71a��.,.�hW.;�ti.1:1,la :i: > t,t < 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 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 caicudatwn 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 evaluation 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-4ibrary. The product application,input design bads,dimensions and support information have been provided by ForteWEB Software Operator ForteWES Software Operator Job Notes 4/19/2022 6:13:45 PM UfC Kyriakos Moroseos CDENGR ForteWEB 0.2, Engine: V8.2.0.17, Data:V8.1.0.16 (425)268-5946 mettaxam@gmail.com Weyerhaeuser File Name: BIRLIK Page 6/8