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HomeMy WebLinkAbout1532 Front and Back Door Engineering k MEMBER REPORT PASSED Level,Wail: Header 3 plece(s)2 x 6 DF No.2 Overall Length:10''I" is + + I 3' k. 3' 11 0 a o a All locations are measured from the outside face of left support(or left cantilever end),All dimensions are horizontal. j De51 It ReSUIts_ ". ' Actual®Location, Allowed"'" Result LDF Load,Combination(Patter n) System:Wall Member Reaction(Ibs) 2453 @ 3'4 3/4" 9844(3.50") Passed(25%) -- 1.0 D+1,0 S(Adj Spans) MemberT yPe:Header Building Use;Residential Shear(Ibs) 911 @ 2'9 1/2" 3416 Passed(27%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 Moment(Ft-1bs) -747 @ 3'4 3/4" 2544 Passed(29%) 1,15 1,0 D+1.0 S(Adj Spans) Design Methodology:ASD Live Load Defl.(in) 0.006 @ 8'4 7/8" 0.109 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Total Load Defl.(In) 0.010 @ 8'S 1/16" 0.164 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. F eearing l ength. Loads to Supports(Ibs)," y SUppOrts. Total" Avagable Required" Dead Snow, .,Total Aceessarres J. 1-Trimmer-DF 3.00" 3.00" 1.54" 389 591 480 None 2-Trimmer-OF 3.50" 3.50" 1.50" 982 1471 2453 None I 3-Trimmer-DF 3.50" 3.50" 1,50" 982 1471 2453 None 4-Trimmer-DF 3.00" 3.00" 1.50" 389 591 980 None is Lateral. taClOg _ BractngIntervals Comments !! Top Edge(Lu) 10'1"o/c Bottom Edge(Lu) 10'1"o/c -Maximum allowable bracing Intervals based on applied load. i Dead Snow I. Veltical toads"" Location Tributaiy width; {o 99) (i 15) comments r r 0-Self Weight(PLF) 0 to 10'1" N/A 6.3 -- k' 1-Uniform(PSF) 0 to 10'1" 13' 20.4 30.0 Default Load We erhaeuser Notes. Weyerhaeuser warrants that the 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 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 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 www,weyerhaeuser.com/woDdproducts/document-tibrary. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Softwar©operator lob Notes I2/6/2021 11:51:15 PM UTC Chad Beebe A Franklin Building Supply FoiteWEB v3.2, Engine:V8.2.0.17,Data:V8.1,0.16 (208)731-0451 chadb@frankiinbuildingsupply.com Weyerhaeuser File Name: Meg Const Dane t / 1 MEMBER REPORT PASSE® Level,Wall: Header 3 piece(s) 1 3/4"x 5 1/2" 2.0E Microllam@ LVL i> l: Overall Length:15' � � � f + F } o - o { I 3' 8' Ilk 3' 44 o a o All locations are measured from the outside face of left support(or left cantilever end),All dimensions are horizontal. IDesl A Results "` Actual. Locaton -. Allowed Resulk YDF Load,tomblRdtEon(Pattern) System:Wall Member Reaction(Ibs) 7009 @ 3'41/2" 11813(3.00") Passed(59%) 1.0 D+1.0 S(Adj Spans) Member Type:Reader Building Use;Residential Shear(Ibs) 3444 @ 3'11 112" 6309 Passed(55%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -4651 @ 3'4 1/2" 7333 Passed(63%) 1.15 1.0 D+1.0 S(Adj Spans) Design Methodology:ASD Live Load Defl.(in) 0.161 @ 7'6" 0.275 Passed(L/615) 1.0 D+1.0 S(Alt Spans) Total Load DefI.(in) 0.267 @ 7'6" 0,313 Passed(L/370) -- 1,0 D+1.0 S(Alt Spans) •Deflection criteria:LL(1.1360)and TL(LJ5/16"}, I; •Allowed moment does not reflect the adjustment for the beam stability factor. s; • -201 ibs uplift at support located at 1 3/2".Strapping or other restraint maybe required. • -201 Ibs uplift at support located at 14'10 1/2".Strapping or other restraint may be required, ! 8earing Length :Loads,to;5upports(Ibs) Total Available Re uir[JQ q ed. - Dead Roof lL Snow i-Totaf Accessories,` r 1-Trimmer-DF 3.00" 3.00" 1,50" 112 555/-313 555/-313 1622 None (Y 2-Trimmer-DF 3.00" 3.00" 1.78" 2862 4147 4147 11156 None g 3-Trimmer-DF 3.00" 3.00" 1.78" 2862 4147 4147 11156 None i 4-Trimmer-DF 3.00" 3.00" 1.50" 112 5551-313 555/-313 1622 None I LateraUBraclll9 Bracing Intervals Comments ... Top Edge(Lu) 15'o/c l: s Bottom Edge(Lu) 15'o/c .r -Maximum allowable bracing intervals based on applied load, Dead s„ Roof live' SpawP. Vertical Loads ," Location Tributary Width (0.90) 6on4now',L25) (115) , ;, comments 0-Self Weight(PLF) 0 to 15' N/A 8.4 1-Uniform(PSF) 0 to 15' 19, 20.4 30.0 30.0 Default Load a . We erhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties r 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 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 www.weyerhaeuser.comlwoodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software Operator Job Notes 12/6/2021 1I:53:35 PM UTC Chad Beebe Franklln Building Supply ForteWEB v3.2, Engine: V8,2.0.17, Data: V8.1.0.16 (208)731-0451 chadb@franklinbuildingsupply.com Weyerhaeuser File Name: Meg Const Aano 1 / 1