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�� � � u�u�o wow <br /> �`' -�;���„�„�.��,�„�,�� 2 Pcs of 1 3/4"x 9112" 2.QE Parallant�PSL <br /> User.2 3H3�i 3.-53:18 AA9 <br /> �� �v�:,.�.,z THfS PRODUCT MEETS OR EXCEEQS THE SET DESIGN <br /> COMTROLS FOR THE APPLICATtON AND tOADS LISTED <br /> � <br /> 4 ��� <br /> r�o�t�����►���. <br /> LOADS: <br /> A�ra{yrsas is fw a Drop B�m Meml�r. Tribulary L�d Wic�:1' <br /> Primary l.aad Group-R�der�al-Livir�Areas(psf}:40A Live at 4�%dw'ation�45.0 D�d <br /> Verticai Loads: <br /> Type Class Live �ad I.ocation Appllcatlon Ccmment <br /> Uniform(p!f) Floor(i.OQ) �.0 105.0 0 To S 8" Adds To <br /> Uniform(plf) Roaf(12�} 720.0 �.0 4'1�'To 5'8" A�s To <br /> Point(Ibs) Roof(1-25j 0 2805 4'10° - <br /> SUPPORTS: <br /> ----�- <br /> tnpu� Bearfr� Ve�tical R�Uons(Ibs) Detail �r <br /> 1l�dUt Lettgt4� Li�d111p1iit►TctaF <br /> 1 Wood column 3.5U" 3.�" �37/736/0/1673 L5 None <br /> 2 Waod� 3.5D° 3.50° 1477/3133/0/4�09 L5 None <br /> S�TJ SPECIFIER'S/BUILQERS GUIDE for d�s):L5 <br /> DE31GN C0111TROLS- <br /> Maxirniun Destga Controi Control 4�tlon <br /> Shear(fbs) -0349 1155 6428 P�sed(18°�) Lt.ertd Sp�9 under Fl�r toading <br /> Moment(Ft-Lbs) 2835 2729 1�5'/ R�1(21%j AAiD Span 1 wtater Floorl�ding <br /> Live L�d D�fl�n) 0.017 0.176 Rassed(U999+) I�IQ Span 1 under Roof laading <br /> �ara1 Load Qeti('trt) 0.039 0.2G7 Passed(U599+) MtD S�t 1 ur�er Roaf lo�!'utg <br /> -Defleciion Criteria:STANDARD(LL:t1360,TL•V240). <br /> -Bracing(Lu}:AN c�mPre�sicn ed9es(top arM b�kem)must be braced at 2'8"ca/c unl�deta�ed�. Proper attac�ment ar�d�af�teral <br /> bracirtg is requir�to achieve member stabtTity- <br /> �uomon�a�.�orEs: <br /> -IMPORTANT! The ar�tysis�d is out�stR frwr►saRwa�e atev�o�d hy Tr�Joist(TJ). TJ�the sairtg af its produds by tl�s�vsat�+r�{1 i� <br /> ac:compli5h8d irt acxordattce rr�TJ product design crit�ar�c�de arx�pted de.sign valt�. The s�cfi"tc prod�t appl'u�ion.inR�t d�i9n I�ds,artd <br /> stated dim�s have b�n provided by the soRauare�. This�t�ut F�s not b�n�by a TJ Assoceabe. <br /> -Not aH praiuds are readi{y ava�abte. Ch�c vu�fi yotu suppfi�or TJ t�ltn�cal represetitative fw produc�a�ty. <br /> -7'NIS ANALYSIS FOR TRUS JO1ST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -All�vabEe Str�s[Jesign methodclogy wras us�d for Bu�lding Cade UBC ar�lyzing�TJ Distrittt�tion produc��ted abave. <br /> -Nate:See TJ SPECiFlER'S!BUILDER'S GUIDES for multiple ply�nnedion. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> 'FERRY MIKKELSON <br /> DFP PUWNING 8 DESIGN <br /> 91�BALTIMORE ST <br /> BlAlNE,MN 55449 <br /> Phone:763-780-8� <br /> Fax :76�780-8015 <br /> DFPPLANNINGDESIGNi@V1S(.COM <br /> C;opyright �2002 bp Tsus Joist, a Weperhaeuset Business <br /> ParallamC�is a registered tzademark of Trus Joist. <br />