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Specifications FFICE COPY REVISION APPROVFD L3 � paoao - ooO gS STRUCTURAL CALCULATIONS RECEIVED MAR 2 G 2020 To CITY Or' f"iciARD Tigard,OR BUILDING DIVISION For 7115 SW Spruce St Tigard, OR 97223 Submitted 3/26/20 TABLE OF CONTENTS Beam 1—3 Detail markup 4 The attached calculations are for the removal of an interior wall supporting the ceiling rafters. If there are any questions please contact David Linton, 541-510-7200. c 0CTU, q . �EO PROFFS, GG 83773PE L\OREGON o, ER 14, 4OZ 1� QLA1R l� 3[2i012v EXPIRES: 12/31/20 3/26/2020 Page I 1 FORTE CEO JOB SW Spruce RY REPORT Level Member Name Results )Current Solution Comments 16'Ceiling beam Passed 1 piece(s)6 x 12 Douglas Fir-Larch No.2 LVL 16'Ceiling beam Passed 1 piece(s)13/4"x 11 1/4"2.0E Microllam®LVL ForteWEB Software Operator Job Notes 3/26/2020 2:22:22 PM UTC David Linton Mackenzie ForteWEB v2.4 (503)221-9560 diintonOmcknze.coni Weyerhaeuser File Name: SW Spruce Page 1/3 i FOR T E EEO MEMBER REPORT PASSED Level, 16'Ceiling beam 1 piece(s)6 x 12 Douglas Fir-Larch No. 2 In,7 C 0 "xaar�e+msras -'� , r [ f ^t}r 16' 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:Roof Member Reaction(Ibs) 2123 @ 2" 12031(3.50") Passed(18%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam eti Shear(Ibs) 1803 @ 1'3" 8960 Passed(20%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use: IBC 2018l : Building Code:IBC 08 Moment(Ft-Ibs) 8451 @ 8'3 1/2" 11050 Passed(76%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.208 @ 8'3 1/2" 0.813 Passed(L/939) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.443 @ 8'3 1/2" 1.083 Passed(L/440) -- 1.0 D+1.0 Lr(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 16'7"a/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'7"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories 1-Trimmer-SPF 3.50" 3.50" 1.50" 1128 995 2123 None • 2-Column Cap-steel 3.50" 3.50" 1.50" 1128 995 2123 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 Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) comments 0-Self Weight(PLF) 0 to 16'7" N/A 16.0 1-Uniform(PSF) 0 to 16'7"(Front) 12' 10.0 10.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of Rs 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 ForteWEB Software Operator ForteWEB Software Operator Job Notes 3/26/2020 2:22:22 PM UTC David Linton Mackenzie ForteWEB v2.4, Engine:V8.0.1.4,Data:V7.3.2.0 (503)224-9560 dlintol@mcknze.cam Weyerhaeuser File Name: SW Spruce Page 2/3 al FO R T E MO MEMBER REPORT PASSED Level,LVL 16'Ceiling beam 1 piece(s) 1 3/4"x 11 1/4" 2.0E Microllam®LVL ,,. ra' Eng_'i: 16 0 0 16' 1 CI l 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:Roof Member Reaction(Ibs) 2038 @ 2" 4441(3.50") Passed(46%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 1736©1'2 3/4" 4676 Passed(37%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 8111 @ 8'3 1/2" 10086 Passed(80°/%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Def.(in) 0.477 0 8'3 1/2" 0.813 Passed(L/409) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Total Load Def.(in) 0.976 0 8'3 1/2" 1.083 Passed(L/200) -- 1.0 D+1.0 Lr(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'3"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'7"o/c based on loads applied,unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories 1-Trimmer-SPF 3.50" 3.50" 1.61" 1043 995 2038 None 2-Column Cap-steel 3.50" 3.50" 1.55" 1043 995 2038 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 Roof Live Vertical Loads Location(Side) Tributary Wont (0.90) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 16'7" N/A 5.7 -- 1-Uniform(PSF) 0 to 16'7"(Front) 12' 10.0 10.0 Default Load 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 ForteWEB Software Operator ForteWEB Software Operator lob Notes 3/26/2020 2:22:22 PM UTC David Linton Mackenzie ForteWEB v2.4,Engine:V8.0.1.4, Data:V7.3.2.0 (503)224-9560 dlinton@mcknze.com Weyerhaeuser File Name: SW Spruce Page 3/3 LSTA24 across ea ceiling rafter SPLICE E RAFTERS H / CONNECTT TO AN NEW BEAM WITH. Nw SIMPSON LUG 28 HANGERS PER MNERNFft. NEW BEAM PER PLANS DFL#26x12 or - -_ LVL 1-3/4x11-1/4 A6.12-BEAM CONNECTION 7115 S �3 =1-° TIGP SECTIONS Project number NIe Crawl by Checked by PERMIT SET: MARCH 16, 2020 Scale Spruce markups