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� �� ��f` 205253 MECH <br /> v�r� <br /> T,�„�,e.,8�,,��� 2 Pcs of 1 314" x 91 718 1.9E Il�icroilam�LYL <br /> "�:' �e:a':s�n� THIS PRODUCT IVIEETS OR EXCEEDS THE SET DESIGW <br /> pa�e 1 Eng�e V�sim�:1.16.5 <br /> CgIdTROLS FOR THE APPLICATION AND LOADS LlSTED <br /> �' � <br /> , <br /> . <br /> d u. • <br /> Product Dia�am is Conce�hu� <br /> LOA : <br /> Anaiysis�for a Header(Flush Beam)Mernber. Tr�utary Lo�Width:1' <br /> Pritr�ry L�d Group-R�ident�-Livk�g Areas(�:40.0 L'we#1�°��rati�t.15.0 Dead <br /> Vertic�Loads: <br /> Type Ciass Live Dead L�an Apptication Corrimeert <br /> Urtifamr(plfl Floor(1.00) 380.0 135.0 0 To 8' Adds To <br /> P�n�{rbs� �or{�.00� o ��s r sa - <br /> SUPpoRrs: <br /> Input Bearing Vertical Reactians(Ibs) Qe�B �r <br /> Width Lertgth LhrelDead/Up�ftTotal <br /> 1 Pk�te on masonry wali 5.50" 3.16° 1804/3097/0/47Q1 A1:Bla�Cing 1 PIy 9 3!4"x 19 7/8"1.9E[�icrollarr�l LVL <br /> 2 Wood column 525" 1.50" 1536/1508!0/3104 L5 Mone <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detai�s):A1:Blodcing,L5 <br /> DESIGN CONTROlS: <br /> Ik�a�cimum D�ign Contro! Cor�rol Loca�on <br /> Shear(�s) 4514 3888 7897 Passed(49°k) Lt end Span 1 under Flaor la�'ing <br /> M�t(Ft Lbs) 7635 7635 17848 Passed(43°�) AAID S�n 1 uru�r Fl�r l�ding <br /> Live Load D�!�n) 0.036 0.184 Passsed(U999+) hAiD Span 1 under Fl�r loading <br /> Tota!Lead Defl('�) 0.097 0.184 Passed(U908) MID Spart 1 urta�r Floor taading <br /> -Q2�f#on CriEerta:Sp�d(LL-U480.TL:U480�. <br /> -Bracin9tLu):A!i compressicn edgas(t�and bottom)must be braced at S'o/c un�ss detailecf ottrenn�e. Praper attac�ment and pos�ioning of lateral bracing <br /> �requir�ed to ach[eve n�ernber stability. <br /> Aou�no�NOTEs: <br /> -I�IIPORTANT! The analysis presented is output from soflvvare d�eloped by Ttus Jo�st(TJ). TJ warrar�Ure sizing oi iEs products by th�sofNv�e v,�ll be <br /> �f�hed�as�rdar�v�TJ produd design crib�and cAde ac�epted de.s�gn values. Ths spe�ific produd a�fu�tion�input�.sign�,ar►d <br /> sffi�d dFmensions have be�n�ovided by the sofhnrare user_ This out�wt h�not been revi�d by a TJ Assoc�. <br /> -Not aA proatucts are rea�'ly availabte. Che�c with your supplier or TJ technic�represenfativa far produd availabilii�r. <br /> THIS ANA�YStS FOR TRUS Jf3lST PRODUCTS ONLY! PRODUCT SUBSTiTUTION VOIDS THIS ANALYStS. <br /> a4F!lowable Str�Des�jn rr�tadntogy vu�t�for Bui�'irtg Cade UBC ana(yang the TJ Dishfbu6on produd f�fied a�ve. <br /> -Pfote:See TJ 3PECIFIER'S J BUILDER'S GL1tDES far rtw�ply c�nne�n. <br /> PR�JECT INFORMATION: OPERATOR iNFORMATION: <br /> Terty M�dcelson <br /> cffp plannirtg c�.sign <br /> 9100 baltimore st ne <br /> suite 1� <br /> bl�ne.MN 65449 <br /> Phone:763-780-8004 <br /> Fax :783-780-8095 <br /> dfpPl�rimgdestgn@visi.cxnt <br /> Copyright O 2004 by Trus �oist, a Weyerhaeuser Businesa <br /> 2dicrollaa� is a reqSstered trademark of Trus 3oist. <br />