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:si r u n i c e'r1i•7 MEMBER REPORT PASSE ROOF, UBE 1 piece(s)7"x 14"2.2E Parallam®PSL Overall Length:21' I" l 4 . 0 I I 20'6" '1 0 E All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Hoer Member Type:Rush Beam Member Reaction(Ibs) 8005 @ 2" 10413(3.501 Passed(77%) — 1.0 D+1.0 5(All Spans) Budding Use:Residential Shear(Ibs) 7874 @ 9 3/4" 14591 Passed(54%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 44819 @ 11'3 1/16" 62472 Passed(72%) 1.15 1.0 D+ 1.0 S(Ad Spans) Design Methodology:ASD Live Load Def.(in) 0.582 @ 10'6 1/8" 0.692 Passed(L/428) -- 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 1.002 @ 10'6 1/4" 1.038 Passed(L/249) -- _1.0 D+1.0 S(All Spans) • Deflection cnteria:LL(L/360)and TL(L/210). •Top Edge Bracing(Lu):Top compression edge must be braced at 21'1"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'1"o/c unless detailed otherwise. • Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Llve Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 2.69" 3327 3224 4678 11229 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.39' 2975 2609 1122 9706 Blocking ' •Blocking Rands are assumed to carry no loads drooled directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments 0-Self Weight(PLF) 0 to 21'1" N/A 3C.6 1-Uniform(PSF) 0 to 21'1"(Front) 10'6" 15.0 20.0 25.0 Default Load Linked from:UB1 2-Point(Ib) 3'(Front) N/A 5E8 703 878 (SEE ENERCALC), Support 1 Linked from:U81 3-Point(Ib) 9'(Front) N/A 588 703 878 (SEE ENERCALC), Support 1 4-Point(Ib) 12'(Front) N/A 294 - 318 Linked from:U82 (A),Support 1 5-Point(lb) 12'(Front) N/A 865 1192 -inked from:U62 E),Support 2 - Shear(Ibs) Tapered End Heel Height Cut Length Cut Slope Location Actual Allowed Result Comments Left End 1/2" . - 6/12 7 3/4" 7574 14591 Passed(54% Weyerhaeuser Notes Weyerhaeuser w erents tl'at tie sizing 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.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having urisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessones(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 1CC-ES under evaluation 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 vwwv.weverhaeuser.com/woodproducts/document-library. the product application,input design loads,dimensions and support information have been provided by ForteWE8 Software Operator ForteWEB Software Operator Job Notes 12/3/2019 11:08:21 PM UTC Jasper Structural Design Associates ForteWEB v2.1,Engine: V7.3.2.309,Data: V7.2.0.2 (42S)339-0293 File Name:8855 jasper@sdaeverett.com