11-18-2019 Planning Commission Packet

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• _ Main Level,Flush Beam over Garage(H) PASSED ' ' FORTE .,R T E 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Overall Length:8' o 0 t 8 . 4. 0 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 5930 @ 3" 5930(2.26") Passed(100%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 4830 @ 1'1/2" 7265 Passed(66%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential Moment(Ft-lbs) 12648 @ 4'6 1/16" 13541 Passed(93%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Deft(in) 0.162 @ 4'1/16" 0.185 Passed(1/548) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Def.(in) 0.285 @ 4'1/16" 0.371 Passed(1/312) — 1.0 D+1.0 S(All Spans) — •Deflection criteria:a(1/480)and TL(1/240). • Bracing(Lu):Al compression edges(top and bottom)must be braced at 5'5 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. .. . Supports Total Available Required ` Dead lFll! Snow Total Accessories 1-Hanger on 9 1/2"SPF beam 3.00" Hanger: 2.26" 2741 950 3534 7225 See note 1 2-Column-SPF 5.50" 5.50" 2.07" 2386 970 2866 6222 Blocking - •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. — •At hanger supports,the Total Bearing dimension Is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector:Simpson Stron -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger HGUS410 4.00" N/A 46-16d common 16-16d double shear Tributary Dead Floor Live Snow Loads LocationLSlde) width • (0.90) (1.00) (1.15) Continents_ 0-Self Weight(PLF) 3"to 8' N/A 9.7 1-Uniform(PSF) 0 to 8'(Front) 6' 15.0 40.0 - Floor-Upper Level 2-Uniform(PSF) 0 to 8'(Front) 3' 20.0 - 35.0 Snow-Monos 3-Uniform(PLF) 0 to 8'(Front) N/A 80.0 - - Wall-Upper Level 4-Uniform(PSF) 0 to 4'(Front) 19' 20.0 - 35.0 Snow-Main 5-Uniform(PSF) 4'to 5'(Front) _ 19'6" 20.0 - 35.0 Snow-Main Linked from: 6-Point(lb) 5'(Front) N/A 1302 - 2218 Bedroom#3 Window,Support 1 Weyerhaeuser Notes @SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://mwrmoodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support information have been provided by Gonyea;plan dated 9/29/2016. Forte Software Operator Job Notes 10/20/2016 3:23:05 PM Je7rey Dory.Design Supervisor Gonyee Homes-GH0660 Forte v5.1,Design Engine.V6.5.1.1 Lyman Lumber Company 780 Lak-n naw Parkway Orono.MN 780 Lakeview Parkway:Orono,MN.4te 1 (952)470-4866 Evenson Residence ler(do:yo�lymani.imber corn 10/20'2016 #21554 Page 23 of 32