2603 E GRAND AVE 2020-03-06 - Laserfiche WebLink

%i F 0 R T E MEMBER REPC Roof Level, Exterior Wall Headers PASSED 1 piece(s)4 x 6 Hem-Fir No.2 Overall Length: 4' 9" + + 0 0 I 4 4'6" 4' 0 II 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:Wall Member Reaction(lbs) 582 @ 0 2126(1.50") Passed(27%) -- 1.0 D+1.0 5(All Spans) Member Type:Header Shear(lbs) 439 @ 7" 2214 Passed(20%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 691 @ 2'4 1/2" 1869 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Vert Live Load Defl.(in) 0.027 @ 2'4 1/2" 0.158 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Vert Total Load Defl.(in) 0.044 @ 2'4 1/2" 0.237 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Let Member Reaction(lbs) 167 @ 4'9" N/A Passed(N/A) 1.60 1.0 D+0.6 W Let Shear(lbs) 137 @ 5" 3080 Passed(4%) 1.60 1.0 D+0.6 W Let Moment(Ft-lbs) 198@ mid-span 1737 Passed(11%) 1.60 1.0 D+0.6 W Lat Deflection(in) 0.022@ mid-span 0.475 Passed(L/999+) -- 1.0 D+0.6 W Bi-Axial Bending 0.31 1.00 Passed(31%) 1.60 1.0 D+0.45 W+0.75 L+0.75 S • Deflection criteria:LL(L/360)and TL(L/240). • Lateral deflection criteria:Wind(L/120) •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-HF 1.50" 1.50" 1.50" 225 356 581 None 2-Trimmer-HF 1.50" 1.50" 1.50" 225 356 581 None Lateral Connections 1 Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Hem Fir Nails lad x 3"Box(End) 2 Right 2X Hem Fir Nails lad x 3"Box(End) 2 Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 4'9" N/A 4.9 1-Uniform(PSF) 0 to 4'9" 6' 15.0 25.0 Roof Wind Lateral Load Location Tributary Width (1.60) Comments 1-Uniform(PSF) Full Length 4' 29.2 • ASCE/SEI 7-10 Sec.30.4:Exposure Category(C),Mean Roof Height(20'),Topographic Factor(1.0),Wind Directionality Factor(0.85),Basic Wind Speed(110 mph),Risk Category(II),Effective Wind Area determined using full member span and trib.width. • 2015 IBC Table 1604.3,footnote f:Deflection checks are performed using 42%of this lateral wind load. /� Weyerhaeuser Notes (2j)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y 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 technical 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 Forte Software Operator Forte Software Operator Job Notes 5/16/2018 8:13:58 PM Brian waikennauer Forte v5.3,Design Engine:V7.0.0.5 Coffman Engineers Grand Ave Gravity Design.4te (206)623-0616 walkenhauer@coffman.com Page 7 of 9