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°� 282388 W RM WDVi� <br /> N �:�e�,,,�so�s�,ro,��"a�",00zoo,� 2 Pcs of 1 3/4"x 91/2" 2.OE Parallar�PSL <br /> 11�:2 9if4�s.2Bd5 AM <br /> �� ��v�:�.s.�a THIS PRQDUCT MEETS QR EXGEEDS THE SET QESIGN <br /> CQ(dTROLS FQR THE APPLICATION AND LOADS LISTED <br /> o �°� � <br /> Pr�u�ct Di�rem i� <br /> LOADS: <br /> �� <br /> Analys�is for a Drop Beam AAentt�. Tn'bulary Load W�:1` <br /> Primary Load Group-Resider�tial-Living Ar�s(psf):40A Live art 1�°k dura�lan,15.0 Q�cl <br /> V�I t�: <br /> Type Class ltve Dead Location App�c�on CommeM <br /> Unifam(p!fl Ftoor(1.00) 28Q.0 1Q5.0 0 To 8'4" Adds To <br /> (1) Po�t(Ibs) Roof(1.�} Q 42� 8'1° - <br /> -(1)Ar�tYs�s mssurr�taarts are�thraugh fio supparG Sufficient�ertgth fWt de�h btocidn9,rim or sqt�sh btacks are�u'ved at support{s):2 The <br /> acoessori�s st�owm,�tf��qram al�ve,F�ve NOT beers checiced f�c�pacrty. �vard sc�poiM loads are included'm the reported SUPPORT(S) <br /> reactions. The.ae are the rea�tiarts at�wrth the highest coeffi�t of ducation artd may rrot�ttfe most CRITICAL.c�e vahen des�rting the <br /> �PP�►R9 member below. <br /> SUPPORTS: <br /> ��P� ��J Verfical R�ons pbs) Deta91 Other <br /> iNid� length LivelUeadlUptiftifa�at <br /> 1 Wo�t columtt 3.5U° 3.50" 13�i/54310/1877 L5 None <br /> 2 Wood column 3.5Q" 3.5t3" 1333/4833/0/6167 L5 hlone <br /> -SEe TJ SpECIFIER'S/BUILDERS GUIDE for ddait{s):L5 <br /> DESIGW CGINTROLS: <br /> Maximum Destgn CorEtrat Cantrol La�tion <br /> Sh�r(Ibsj 1�Z -1389 6428 Pas�(?.2�0) ftt.�d Span 1 ur�er Floor l�ding <br /> Moment(Ft-Lbs} 36U3 36�i 9�'s7 Passed(289'0) MID Span 1 under Ftoor lor�it� <br /> Live La�d Defl('m) 0.068 U.2&7 Pas�{!.�-j MID S�n 1 under Ffoar b-adirsg <br /> Tofial L�Defl(�) O.t195 Q.4U0 Passed(Ll�+) AAIQ Spart 1 under Ftocr I�d'�ng <br /> -Deflec�ion Criteria:STAI�DARD(LL:V380,TL•L240). <br /> -Bracing(Luy.Ap cmnpre�an�,s(toF and battom)m�be braced at 7 8"o!c uN�s det�lgd a�heruvi�_ Proper a�chment and�tionirtg af�teral <br /> braclrtg is r�uired to achie�re member stabiGtyr. <br /> PROJECT INFORMAT'IQN: OPERATOR INFORMA,TION: <br /> TERRY MIKKELSON <br /> pFP PLANNiNG 8�DESfGN <br /> 91�BALTtMORE ST <br /> BLAIIVE,AAM 56�449 <br /> PFwne:7�i-780�D4 <br /> F�c :763-780-6015 <br /> DFPPLANNtNf DESIGIV�Vt�t.COM <br /> Copyright�2002 bp Tnis Joist, a Wepezhaeuse= Business <br /> Parallam�is a reqistered trademark of Trus Joist. <br />