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HomeMy WebLinkAbout13060071 Correspondence �4300WildwoodPkvryAtlantaGA30339 � 7�0-221-23Bt ' - DOMA Sizer Net"'�2013 BlueLinx Carporation Version:14.0.0.12 Pmject: .SOSaddlebrook � I �� Q�� � Ma�k#: G28 rev Floor Beam � , Usage: BEAM�(Floor) Spacing: 0" MaxDeflec� IL=Ud807L= 0 3 1!2' 3 y1" 6250si 625p.v 9�9�� LOADS Projecl Design Loads:Floor.Live=40 psf,Dead=12 psf Live�Dead ld(T) Live Ld(L) Locatlon' . N Shape @Start @End SWrt End LDF Span# SWrts Ends Additional Info 1 Span Camed(psQ 52.0 40.0 100% 0� 0' 9'9' 17's.c.�J10 2 SpanCarried(psQ 52.0 40.0 100% 0 5'6" 9'9' 6's.c.-J6 Uniform(pl� 5.63 0 0' 9'9' Self Weight 'Dimensions measured from lefl end when soan#is 0 otheiwise fmm lefl end of the specified soan SUPPORTS(Ibs) � Z Max Reaction 2327 2701 Min Reaction 558 644 DL Reaction 558 644 Min Bearing 2 1I8' 2 U2' (Based on bearing sUess below] Brg Stress(psi) 625 625 DESIGN Value Span Distsnce Group Allow LDF Rado V�1bs) 2026 1 9'7 1/4'. 21 3948 100% 0.51 M(R•Ibs) 6031 1 5'S9/16' 21 10642 100% 0.57 � LtRn(Ibs) 2327 0 0' 21 3828 -0.61 SeeNOteiF4 RtRnQbs) 2701 0 9'9' 21 3828 071 See Note i!4 LLDeFl(') 0.16 7 4'104IY � _'_Z�_ �0.24_ __ N25 _ - ._ . - -- - TLDafIPI - 021 1 4'10112' 21 033 L1551 USE: onCENTER LVL 2.OE 1 314"x 11 718'1 Pty Grade,Depth,Plles selected by user onCENTER�LVL by BlueLinx NOTES 1.Designed in accwdance with National Design Specifications for Wood ConsWC6on and�applicable approvals or research reports. 2.Provide full depth laterel euppoR at all bearing locations.Allowa6le positive moment is calculated based on top edge with oontinuous lateral support. 3.Analyais valid for dry•use onty�less than 16Y.moisture content). 4.This reaction is based�on the combination of loatls 8 duration faclors that produces the hiqtiest stress ratio and may be less than mazimum reaction. Therefae,when reaction values are required,use Max Reaction from'Supports'section above. 5.Bearing length(MlnBearing)based on allowable stress ofsupport matedal(Bearing Stress);support material wpacily shall be verified(by others). 6.This,engineered lumber producl has been sized for residential use. 7.Company{�.produQ or brand names referanced are trademarks or registered trademarks of their respective owners. 8.See cross�section detail below tor attachmenf af n�ew LVl to weathered LVL. 9.A seal on tti{s tlocumeM indiates acceptance ot professionai engineering responsibility solety fa the EL member shown. The suka6iliry 8 use o(this com�onentionan sWCtureistheres onsibil oFthebuildin desl nerofrecord. ,+iy',�:t'",1;, w�ouierea �v� ' �+':?M �: Ne�' LVL �^�9�a�� fw a�wtysa) � ``�11t11f111/I�/ \ / I,:,.e'''!;�i, `�����,N:,WEy,y�i��� ?`' •` Q.QyS+w�'fo � "'�' � c �� D�C� 9 `; = � 2013 � . ,,. = t — ' :��� '�• . Attach mv L�L h wmtliercd LYL % � : SSAIEQF �� �/ wtl ,• '4: .� �iM tre mrs 16d ewih O 12'a.c. � �'•.,�ADIANt',.+� �� ��H",C;�'�;f 2�(mm top & boNom edgn �j� r�t,� ��'"� `✓�v�. ! 1 }h�. rrt •• '1 I - -;.'�i�. + �ed prsls--� �Suppated joisls--- � d . V ``•-��ti,��y- LVl CROSS SECTION �� ����I� o � .� �;� '..,` �J � �1��� �