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

�91 F®R T E® MEMBER REPORT PASSED Level, BM-5 i piece(s)4 x 12 OF No.2 Overall Length:15'7 7116" F: l + :.:,: t Yet �, :,> � �!t aTr..�,I F � i�7 Ytirn } i 1 . t t � het .. � � 1 c t $� 4. 0 f0 'tt�R r i f �t, Yy�. ,7�5 Ft'1"ilS� 7'�?€`s,. � _.. i ip, ' �' �iU1,A'S"'a�k.. � 1 1 6'915/16" 6'9'5!16' ,TV a o 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. rt�i mblfl�bon{�7it } ��7t�'c��?r��' System:Floor Member Reaction(Ibs) 4183 @ T 8 7/16" 5206(3.50") Passed(800/o) - 1.0 D+1.0 L(Adj Spans) Member Type:Flush Seam Shear(Ibs) Building Use;Residential 1255 @ 6'7 7/16" 4725 Passed(27%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -2204 @ 78 7/16" 6091 Passed(36%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:ASD live Load Deft.(in) 0.017 @ 4'2 1/4" 0.167 Passed(L/999+) -- 1.0 D+1.0 L Alt Spans) Total Load Defl.(in) 0.018 @ 4'213/16" 0.334 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/480)and TL(1./240). •Overhang deflection criteria:LL(2L/480)and TL(21./240). •Allowed moment does not reflect the adjustment for the beam stability factor, •Applicable calculations are based on NOS. € .3 tlr Uts�t ".BPwlt7rlltJ L.�ir�E �l �tl5tki stl rr�t �yt++1�t� �+,,t�� 4yE't5 Total y bye Regtlrr8d oeatl Foori e,t ht lnr a ref}2 Act�sones 1-Stud wall-SPF 3.50" 3.50" 1.59" 790 I445 646 2881 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.81" 1218 2965 913 5096 None 3-Stud wall-SPF 3.50" 3.50" 1.66" 823 1531 662 3016 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Top Edge(Lu) 15'7"o/c Bottom Edge(Lu) 15'7"o/c -Maximum allowable bracing intervals based on applied load. t Ilea XfODrlry �t �'�ti�aFi+t�l�� 'r', t,,., Lorataoit€�5'itle), ,` '!`nbutaryWrdEh (09fi) v (�.OQ)€ �i' y}�(1ii,S)t�� t�ar;h"im2►lts 14;zi?,t€ 0-Self Weight(PLF) 0 to 157 7116" N/A 10.0 i-Uniform(PSF) 0 to I5'7 7/16"(Front) 3'11" 12.5 60.0 Default Load 2-Uniform(PSF) 0 to 15'7 7/16"(Front) 2' 12.5 60.0 Default Load 3-Point Qb) 0(Front) N/A 391 - 522 Linked from:BM-4, Support 1 4-Point Qb) 15'7"(Front) N/A 391 522 Unked from:BM-4, Support 1 5-Point(lb) T 10"(Front) N/A 738 1045 Linked from:BM-3, Support 1 71Y�. i i. 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 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 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/woodprodtx-ts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software Operator Job Notes 4/19/2022 6:13:45 PM UTC Kyriakos Moroseos CDENGR ForteWEB v3.2, Engine:V8.2.0.17, Data: V8.1.0.16 (425)268-5946 mettaxam@gmail.com Weyerhaeuser File Narne: BIRUK Page 8/8