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��j�/�� 2�5283 MAST BED WDW <br /> T�e_18�, �,,�.�� 2 Pcs of 1 314" x 91/2" 2.OE Parallam�PSL <br /> �� �'��++� THIS PRODUCT MEETS OR EXCEEQS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �rtern�er sMpes��1'�Root�lo�r12 <br /> 1 � 1 <br /> [ <br /> � � <br /> � �.cA L <br /> Ao�aio�aze narizo,�ta1. P�oduct n���n is comeryt�. <br /> LOADS• <br /> Anaiys�is for a Drop Beam M�nbet. Tr�bu#ary Lo�Wi�h:1' <br /> P�imary Load Group-Roof(�fj:40.0 Live at 125°k duration.15.0 D�d <br /> VetUcei Laads: <br /> Ty� Class Lhre Dead La�tion Applicattor� Commerrt <br /> Unifort�plfl Roof(125) 180.0 88.0 d To 4'6" Adds To <br /> Unifonr�pi� Roof(9 25) 58Q.d 218A �'6°To 8'6" A�To <br /> Point{fbsj Roof(125� 0 3190 4'6" - <br /> �UPPORTS: <br /> Input Beari� Yert[cal Reactior�(tl�) Qefail Other <br /> 1Mdth Le� UvefDeadNpiiff/Totat <br /> 1 Waa!cok�mn 5.25" 1.50" 128Q/2020/Q/33Q0 11:Bl�dng 1 Ply 13/4"X 9112°20E Paralfart�PSL <br /> 2 Wood t�lumn 5.25a 1.81" 2190/2564/0/4753 L1:Blocking 7 Piy 1 3!4"x 912"2.OE Parallarr�PSL <br /> �TJ SPECIFIER'S J BUtLQERS GU@E€�r�s�L7:Blo�cing <br /> DESIGN CONTROLS• <br /> Ma�cimtan DesigA Control COntrol Location <br /> Shear(ibs) -4484 -3692 �35 Passed(46%) RG end Span 1 un�r Roof toading <br /> Mort�nt(Ft-Lbs) 9Q663 1Q&63 96321 Passexl(65%) MtD Span 1 under R�f t�ding <br /> tJve L�1 Defl{�� 0.080 0262 P�(U989+) MID Sp�1 und�Roof la�fng <br /> Tolai Lo�De�(in) 0.245 0.394 Passed{U386) �lBQ Sp�t 1 under R�load�tg <br /> -Deft�ion Cr�er�:Speafi�t(LL:U360,TL:U240). <br /> -Bracin9p-u).Aq c�r�sion�(t�and battorr►)rraist be braced at 8'6"dc un�s d�led athe�e. ProPer attac�rr�nt arsd posi�onirtg��teral <br /> brac:�tg�requir�m adt�re t�r s�'Gty. <br /> -�esigrt assurr�adequate conanuous lateral support af the c�rr�pressian e�e. <br /> ADDITIONAI_NOT�.S: <br /> -IAAPORTANTI Tha�alys�pr�er�is output from so�+ana develop�by Trus Joist(TJj. TJ warranLa the sezing of if�produc�s by this soiiware vrAl� <br /> [n�orda�tc:g w�h TJ prnduct des�n cxifi�ar►d t�ac�d desi�t valu�. The sp�tc produd�on,6►put t�ign l�ds,a�d <br /> sta�d dim�nsians have been proti�ded by the safiware user. This output ha�s not b�n re�rieH►ed by a TJ Associa�a. <br /> -Not aU producta ere read�iy availabEB. Ghecic w�ith your su�tier or TJ�echn�repr��time far produd availabil�ly. <br /> -THiS ANALYSIS FOR TRUS JOIST PRCIDUCTS ONLY! PRODUCT SUBSTII'UTION YOiDS THIS ANALYSIS. <br /> ,A�ow�Slr�ss Desi�m�odalog5+was used f�Bu�rtg Code UBC analyr�ng the TJ Q�uti�prodiss�I�ffid abotire. <br /> -Nate:See TJ SPECIFIER'S/BUILDER'S GUtDES for rrwltiple pfy connection. <br /> PRQJECT iNFORII�ATlC1N: OPERATpR INFORMATiON: <br /> Terry M�dce�on <br /> �P p�►�9�� <br /> 9100�re st rre <br /> sui6e 1� <br /> blaine,MN 55449 <br /> Phone:763-780�Q04 <br /> F�c :783-780-8015 <br /> . ..c�t <br /> Copyright� 2004 hy Trus Joist, a�4eyerhaanser Business <br /> Parallam�is a zagisterad trademark oY Trus Joist. <br />