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2018-00342 (Building)
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Last modified
8/22/2023 5:26:43 PM
Creation date
1/15/2019 3:08:03 PM
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x Address Old
House Number
4745
Street Name
Augusta
Street Type
Street
Address
4745 Augusta St
Document Type
Permits/Inspections
PIN
0611723320009
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C n E MEMBER REPORT Main Level, 16'Garage Door Opening Middle PASSED <br /> r O R L 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL <br /> Overall Length:16'9" <br /> + + <br /> o 0 <br /> I 163' <br /> Jr <br /> 0 13 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LDS Load:Combination(Pattani) System:Wall <br /> Member Reaction(lbs) 2782©1 1/2" 7613(3.00") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 2370©1'2 7/8" 9081 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 11303 @ 8'4 1/2" 20525 Passed(55%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.252 @ 8'4 1/2" 0.550 Passed(L/785) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.598©8'4 1/2" 0.825 Passed(L/331) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 12'9"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'9"o/c unless detailed otherwise. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 1609 1172 2781 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 1609 1172 2781 None <br /> Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 16'9" N/A 12.1 <br /> 1-Tapered(PLF) 0 to 16'9" N/A 100.0 to - Wall-Gable <br /> 100.0 <br /> 2-Uniform(PSF) 0 to 16'9" 4' 20.0 35.0 Snow-Garage /� <br /> Weyerhaeuser Notes (Zj)SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> 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 ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser <br /> product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by BD;plan dated 4/3/2018. <br /> Forte Software Operator Job Notes 4/12/2018 3:21:36 PM <br /> - Forte v5.3,Design Engine:V7.0.0.5 <br /> Jeffrey Doty,Design Supervisor Norton Homes <br /> Lyman Lumber Company 4745 Augusta Street,Orono,MN 4745 Augusta Street, Orono, MN.4te <br /> (952)470-4866 Lakeview Model <br /> jeff_dotynlymanlumber.com 4/12/2018;#22767 <br /> Page 9 of 14 <br />
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