1913 HOYT AVE WHOLE SITE 2022-05-23

OPTMEMBER REPORT Roof Framing,R-02 Window Header PASSED E '' 1 piece(s)4 x 10 Douglas Fir-Larch No. 2 Overall Length:5'3" - -` -. -... _.. - ._,. _, _ __.._ - 0 5 3" I L1 0 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 CD Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 3391 @ 5 1 1/2" 6563(3.00") Passed(52%) — 1.0 D+1.0 S(All Spans) Member Type:Header Shear(lbs) 2617 @ 4'2 3/4" 4468 Passed(590/0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 4688 @ 3'4" 5166 Passed(91%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.032 @ 2'8 9/16" 0.171 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.049 @ 2'8 9/16" 0.256 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(1/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 5'3"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'3"o/c unless detailed otherwise. •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" 583 1043 1626 None 2-Trimmer-HF 3.00" 3.00" 1.55" 1185 2206 3391 None Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments i 0-Self Weight(PLF) 0 to 5'3" N/A 8.2 1-Uniform(PSF) 3'4"to 5'3" 20'9" 11.2 25.0 Snow 2-Tapered(PSF) 0 to 3'4" 2'4"to 5'7" 11.2 25.0 Snow Linked from:C-01 3-Point(lb) 3'4" N/A 1133 1925 Girder truss,Support 2 Member Notes J Bedroom 2 rear window /� Weyerhaeuser euselr Notes @ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siting of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims 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 ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1/6/2017 10:24:05 AM .':,rr D pl:.:Y lace Forte v5.2.Design Engine:VS.6.0.14 Duplex 1470.4te • mlr_. ..: Page 4 a#