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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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0 R T E F MEMBER REPORT Main Level, 9'Garage Door Opening Left PASSED <br /> r V G 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:9'9" <br /> + + <br /> o p <br /> II 9'3" 4 <br /> 0 0 <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 Logtlon Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 1650 @ 1 1/2" 3825(3.00") Passed(43%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 1248 @ 1'2 1/4" 3493 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 3819 @ 4'10 1/2" 5306 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.077 @ 4'10 1/2" 0.317 Passed(1/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Def.(in) 0.125 @ 4'10 1/2" 0.475 Passed(L/916) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(LJ360)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 9'9"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'9"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <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" 627 1024 1651 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 627 1024 1651 None <br /> Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 9'9" N/A 8.6 <br /> 1-Uniform(PSF) 0 to 9'9" 6' 20.0 35.0 Snow-Garage <br /> Weyerhaeuser Notes ()SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products wiN be in accordance with Weyerhaeuser product design criteria and published design values. <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 detenmined 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 /> Jeffrey Doty,Design Supervisor Norton Homes Forte v5.3,Design Engine:V7.0.0.5 <br /> Lyman Lumber Company 4745 Augusta Street,Orono,MN 4745 Augusta Street, Orono,MN.4te <br /> (952)470-4866 Lakeview Model <br /> jeff_doty@lymanlumber.com 4/12/2018;#22767 <br /> Page 7 of 14 <br />
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