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I F O R T E" MEMBER REPORT Leve(Fk oc Joist PASSED
<br /> 1 pieces)2 x 10 Spruce-Pine-Fir No.1/No.2 016"OC
<br /> Overall Length: 12'0.00"
<br /> 7' �
<br /> ; :.
<br /> t¢ : 'r E c t ,y ti ;6 p t- i,, q.c 1 r t t :,.: p fi{ ,,, t
<br /> :r $ fs` > ,Ae - a , t s uZ2 " , 1 > t0i a , 5 d rl zy 7 -
<br /> r Ii
<br /> V r 5,!�1wJ x x o f J R S Y .4 x
<br /> 41 a � r °y:i.. � Y" � �to 1i t§ 4t � k �'ti� 4: :,
<br /> Eie Mfu Tr aa �zktS tp, at: ` ; 3r ', t r i
<br /> +
<br /> •
<br /> 12'0.00" 4.
<br /> a
<br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
<br /> beliiBn R tints s i i.'t; tut i ,4lowed :Resent LDP 4*—tOm6teatfuir( !) system:Floor
<br /> Member Reaction(Ibs) 419 @ 3.50" 956(1.50") Passed(44%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist
<br /> Shear(Ibs) 362 0 1'0.75" 1249 Passed(29%) 1.00 1.0 D+1.0 L(AU Spans) Building use:Residential
<br /> Moment(Ft-Ibs) 1195 @ 6'0.00" 1973 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015
<br /> Live Load Deft(In) 0.147 @ 6'0.00" 0.285 Passed(1./931) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO
<br /> Total Load Defl.(In) 0.202 @ 6'0.00" 0.571 Passed(L/677) -- 1.0 D+1.0 L(AM Spans)
<br /> -n-Prow'Rating N/A N/A — -- —
<br /> •
<br /> Deflection criteria:U.(L/480)and TL(1/240).
<br /> •Bracing(W):All compression edges(top and bottom)must be braced at 9'1.52•o/c unless detailed othawise.Proper attachment and positioning of lateral
<br /> bradng Is required to achieve member stability.
<br /> •A 15%increase in the moment capacity has been added to account for repetitive member usage.
<br /> •Applicable calculations are based on NDS.
<br /> •No composite action between deck and joist was considered In analysis.
<br /> .a •.ryy. ..yy�t y* -'qi�i{.. ,y��c{�.n.f. 't.:t 1 , a.. /{��YiR { i i' ,�•ri'. fil
<br /> d ' +. �3r�r �i '' ..:F,y,:,= JEYy Tern :i."t ,k :' '�€ �.q.I ..pp r{Ey[.' [ �"�j! Ai.PV i Scs9' $µr`�-3`� }. s Y " �' �'` ..
<br /> ' Cr i'"-t 1' �- .._., S. -� ,5 sF rt .f i+-�. .►rx..XVi,2. ..r.
<br /> 1-Hanger on 9 1/4"SPF beam 3.50• Hanger' 1.50" 120 320 440 See note I
<br /> 2-Hanger on 91/4"SPF beam 3.50' Hanger' 1.50• 120 320 440 See note L
<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
<br /> additional
<br /> IM n forma tion and/or reY gni reme..ts.
<br /> 1 ' ,-r " AY1 $ L 4 , J
<br /> .. '. f 4 . a .'K i � ✓ C .
<br /> .'�F :1. i TV.. SGr4, v,•7"', }E SA oats' Y ¢N 4RIi , * r*- rwcrle eg i ilPi iirm liiiLi__4.
<br /> }
<br /> eR ..<...��..
<br /> t�
<br /> 1-Face Mount Hanger W28 1.50• N/A 8-10d common 6-10d x 1-1/2
<br /> 2-Face Mount Hanger
<br /> .. t W28 1.50" N/A
<br /> 8-10d common 6-10d x 1-1/2
<br /> ''.:,:f.. ' of 11 • x 4 ► , v ;•
<br /> i ; S' ' r' , .
<br /> P} I_; ;: y '. .. . -,
<br /> " f
<br /> 1-UNfam(PSF) 0 to 12'0.00" 16' 15.0 40.0 Residential-Living
<br /> ,�{{rr } ..77�,,
<br /> Areas /�
<br /> ''!tt $ '4 �i Ott ik'. t�; .k`at:�- .itt.'tc l i tgli,C1.j5 :i�..�z�.. _-'i .,VZ t t-r a't„' .:;a It SUSTAINABLE FORESTRY WrtW1VE
<br /> Weyerhaeuser warrants that the sizing of Its products wiN be In accordance with Weyerhaeuser product design aiterla and published design values. Y
<br /> Weyerhaeuser expressly disclaims any other warrantee related to the software.Refer to aural Weyerhaeuser literature for installation details.
<br /> (www.wooWywy.com)Accessories(Rim Board,Bioddng Paris and Squash clods)are not designed by this software.Use of this software is not intended to
<br /> dranmvant the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to
<br /> assure that this aYaiation is compatible with the overall project.Products maniacbred at Weyataeusr fadlitles are third-party certified to sustainable
<br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been ewaketed by ICC ES under technical reports BR-1153 and ESR-1387 and/a tested
<br /> in accordance with applicable ASTM standards. For current code evaluation reports refer to http://vnov.woodbovy.com/services/s_CodeReports.aspL
<br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
<br /> Forte Software Operator job Notes 5/12/2017 11:43:57 AM
<br /> Mitch Brady Forte v5.1,Design Engine:V6.5.1.1
<br /> Brady Co
<br /> (606)3311237
<br /> med`°"dy°gy°'dLoom Page 1 scat 1
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