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��j� � Z�i �AAST BATH WDW <br /> �..v�m <br /> T�&,��,,,�,.�� 2 Pcs of 1 314" x 91/2" 2.OE Paraliam� PSL <br /> t18�:1 �11:Z0:35 ANI <br /> �+ ��,.�8.5 THIS PRODUCT MEETS Olt EXCEEDS THE SET DESIGN <br /> CONTROLS FOR TIiE t�1PP'LICATION AND LOADS LISTED <br /> �e�er Slope:�9�92 Faa3 Slope�}.�92 <br /> � $.�,. .� <br /> A��bra ate horizontaL PtocNuet Dia�am is Concephe�l. <br /> LAAD&' <br /> Analys��for a H�er(FU�Sh Beamj nnember. Tnbut�y Load w�r_r <br /> Pt�uy L�Graup-Roof(psfj:40.0 Live ffi 125%duration,15A Dead <br /> V�Lcads: <br /> Type C� Live Dead Locafican App{icatian C�nmertt <br /> Unifortr�(pl� R�f(125} 520.0 9 95.0 0 To 8'8" A�To <br /> Pant(�) R�f(125) 0 2860 3" - <br /> S�UI�RORTS: <br /> tnput Bear&�g Ve�l Reactiatrs(!bs) Dei�aa Otlter <br /> 1ARdth Lengtti �il�ifo�al <br /> 1 Woad c�istmn 525" 2.3$° 2427/3815/0/6242 L1:Btac�cirtg 1 PIy 7 3/4"x 91/2°2.OE Parallern�PSL <br /> 2 Wood column 5.25" 1.50" 2427/955/0/3382 L1:Blocking 1 Ply 13/4"x 91/2"2.OE Parallam�PSL <br /> -Sec�TJ SPEGIFIER'S/BUILDERS GUfDE far�'!(s):L9:B�dcing <br /> F�EStG[�i COl41TROLS• <br /> Maximum Design Cor�troi Cor�trol Locatlon <br /> Shear{�s) 3138 2422 8035 Pa�sed(30�) Rt�d S�n 9 under Roof loading <br /> Moment(Ft-L.d�� 63Q8 8308 16321 P�sed(39%) M!D Span 1 under Raof I�ding <br /> Live Laad Ddl{�) 0.121 0.268 Passed(U797} AAID Spart 1 under Roof laading <br /> Total Load�fl(in) 0.169 0.402 Passed(Ll572j AAtD S�n 1 urtder Roaf l�irtg <br /> -(3etted�C�iEefia:S�'te�{LL:U3�.TL:LJ240�. <br /> -Bractn9{Lu)-�11 c.orr�press�n�.s(tQA artd�tt�r►)rrwst!�brac�a9 at 8'8"o/c un�ss�ail�dhervv�e. Pra�er atiachrr�t and pas�ning af tateral <br /> ��re�uired to��Sve t�r�st�u1'dy. <br /> -Desit,�t�surr��equa6e cx�nt�nu�ts lateral supporE of tf�Es c�r�ssion�. <br /> 4�►DDl7'IOP114L RIOTES' <br /> -�APORTANTI Ths�pr�r►�d��t fr�n�e�by Tntg J�t(fJj. TJ�tts tlte s�g afi iis produc�s by tt�soft�rare�� <br /> �r�hed�t a�dants��7h TJ pradud des�t�tx9�sa and rode ac� �values- The s����n,�rt c���,snd <br /> si�dunet�sio�have b�rt providetl by the saftvuare�'. This ou�wt h�nat been revi�by a TJ Associate. <br /> -Wat al!ptnduds ane readly availabis. Chedc�yatr suppirer�TJ�nic�l repr8ser�tinre for piudud a�rall�ility <br /> -THIS ANALY5IS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THtS ANALYSIS. <br /> �S�s D�tgn�todot�y vras used far Buitd�ng C.o�UBC en�y�ng the TJ Dis�ution pradud�.sged above. <br /> -Sdo�e:See TJ SFECIfiER`5/BUILDER'S Gt1iDES frn'��y c�tn�ai. <br /> �RO.DECT IN�ORMATIOM: OPERATOR IWFOitMATIOW: <br /> Terry M�cketson <br /> �P P��n�9�� <br /> 8100�re st ne <br /> suite 106 <br /> t�ne,AIMf 5.5449 <br /> Phone:763-780-8004 <br /> Fax :763-78a-8015 <br /> df�annir�ign�i.c�m <br /> Copyright m 2004 by R�s Joist, a Weyerhaeuser Buainesa <br /> Paralla�is a registered trademark of Trus Joist. <br />