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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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F n R T E ' MEMBER REPORT Main Level,Drop Beam over Kitchen/Dining(H) PASSED <br /> ' 1.---- FORTE 'G 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL <br /> Overall Length:15' <br /> • <br /> + + <br /> o 0 <br /> 15' 1 <br /> 0 El <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 O Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 5057 @ 4" 20934(5.50") Passed(24%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 4075 @ 1'5 3/8" 11845 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 17206 @ 7'5 1/2" 26772 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.329 @ 7'5 7/8" 0.478 Passed(1/523) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.465 @ 7'5 7/8" 0.717 Passed(L/370) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(11360)and IL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 15'o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'o/c unless detailed otherwise. <br /> Dearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor <br /> Total Accessories <br /> Live <br /> 1-Trimmer-SPF 5.50" 5.50" 1.50" 1478 3579 5057 None <br /> 2-Trimmer-SPF 5.50" 5.50" 1.50" 1431 3451 4882 None <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 15' N/A 18.2 <br /> 1-Uniform(PSF) 0 to 10'9"(Front) 12' 15.0 40.0 Floor-Upper Level <br /> 2-Uniform(PSF) 10'9"to 15' 11' 15.0 40.0 Floor-Upper Levely�p��� (Front) /� <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. <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 /> 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(tDlymanIumber.com 4/12/2018;#22767 <br /> Page 2 of 14 <br />
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