3822 COLBY AVE DR KANG DDS 2022-04-04

ligiFORTECE0 • MEMBER REPORT PASSED Main Story,BM6-Floor: Drop Beam 1 piece(s)5 1/8"x 15"24F-V4 DF Glulam Overall Length:13'11" 0 0 11' 13' 0 0 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 LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 16400©13'7" 18322(5.50") Passed(90%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 14574 @ 12'2 1/2" 15618 Passed(93%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 38786 @ 8'1/16" 38438 Passed(101%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.305 @ 7'2 7/8" 0.442 Passed(L/521) -- 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.517 @ 7'3 7/8" 0.663 Passed(L/308) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'8"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'11"o/c based on loads applied,unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'3". •The effects of positive or negative camber have not been accounted for when calculating deflection. •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. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Column Cap-steel 5.50" 5.50" 3.17" 3595 6958 1536 12089 Blocking 2-Column Cap-steel 5.50" 5.50" 4.92" 7099 6958 5443 19500 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 13'11" N/A 18.7 -- -- 1-Uniform(PSF) 0 to 13'11"(Top) 20' 15.0 50.0 - Default Load Linked from:BM2- 2-Point(Ib) 10'8"(Top) N/A 3946 - 4229 Roof:Drop Beam, Support 2 Linked from:BM3- 3-Point(Ib) 10'8"(Top) N/A 2313 - 2750 Roof:Drop Beam, Support 1 Weyerhaeuser Notes 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/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by BJM 13 I LP ForteWEB software Operator Job Notes 5/28/2020 9:59:47 PM UTC Benjamin 3.McCann CT Engineering Inc. ForteWEB v2.4,Engine:V8.0.1.5, Data:V7.3.2.0 (206)285-4512 bmccann@ctengineering.com Weyerhaeuser File Name: 20064-DR Kang RTU Page 7/9