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i FORTE' MEMBER REPO Second Floor,FB-1 PASSED <br /> � 1 piece(s)51/4"x 9 1/4" 2.0E Parallam®PSL <br /> Overall Length:13'7" <br /> �y 1� <br /> • <br /> ..� , " <br /> . �, '� _ y' <br /> • CF �nK,, ia �i .,`A' <br /> -;:. .. w.�' S...T it -,1 y'S3.r.-�..r,'�...Frty,aE�Y:.'a'" }r.asn?_•'''_ �k.". .c'rs <br /> 73 x+' <br /> All locations are measured from the outside face of left support(or left cantilever end)JJI dimensions are horizontal. <br /> Design Resulits :;acwar <br /> Locabao '.ResuR .. 1CDF fuoadi;Combiiratiore.(Patlem) ; System:Floor <br /> Member Reaction(lbs) 3199 @ 13'5" 4784(2.25") Passed(67%) — 1.0 D+1.0 L(All Spans) Member Type:push Beam <br /> Shear(lbs) 2724 @ 12'61/4" 9389 Passed(29%) 1.00 LO D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 10008 @ 6'10 7/8" 18623 Passed(54%) 1.00 1.0 D+1.01_(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(In) 0.352 @ 6'10 3/8" 0.438 Passed(L/447) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.473 @ 6'10 3/8" 0.656 Passed(L/333) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:IJ.(L/360)and TL(L/240). <br /> •Top Edge Bracing(W):Top compression edge must be braced at 13'2"o/c unless detailed otherwise, <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'r o/c unless detailed otherwise. <br /> .:...earn.. rAadsto Sunpois pts) • <br /> PPo Tota! Avanlabfe` Required Dead [ Totem Aaoessanes <br /> 1-Hanger on 9 1/4"SPF beam 3.50" Hangers 1.50" 804 2349 3153 See note <br /> 2-Stud wall-HF 3.50' 2.27 1.50" 826 2419 3245 11/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> Connector.Simpson'Sbron`-Tie Connectors <br /> Support Mode :1: Seat i ength Top flails Fao Na,Ys Member Nar7s liCoessones <br /> 1-Face Mount Hanger HHUS5.50/10 3.00" N/A 30-16d common 10-16d double shear <br /> >`. Tributary Dead';- Float.tare •; <br /> Loads <br /> 0-Self Weight(PLF) 3 112;1;f1.13'5 N/A 15.2 <br /> Residential Living <br /> -Uniform(PSF) 0 to 13'7"(Front) 8'6" 12.0 40.0 - <br /> Areas <br /> • <br /> 2-Uniform(PLF) 10(6'to 31N/A 18.0 60.0 <br /> • <br /> Weyerhaeuser Notes ()SusuuNAaLE FOr EsiRy INmATIVE <br /> Weyerhaeuser warrants thatthe sizing of its products wilt be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to arcumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is <br /> compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tasted in accordance with applicable ASTM standards.For current code evaluation reports, <br /> Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/doaument-llbrary. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 7/17/2017 2:29:01.PM <br /> Tim File Forte v5.3,Design Engine:V7.0.0.5 <br /> Sound Structural Solutions Rockefeller Rehab.4te <br /> (425)778-1023 <br /> tfile@ssseng.com <br /> Page <br />