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���� �'f' 205272 „ 2ND FL BNI <br /> �vsv� <br /> "ul,���� 3 pcs of 1 3/4' x 14 2.OE Parailam0 PSL <br /> TJ-Sear�6.18 Serial Number.7004109786 <br /> � tis=r:2 ui62u'uSS�^<2�.36Hivi ��'S p�ODUGT MEE�'� UR EXC�E�S T'!ig SET DESIGN <br /> ?aye 1 Engir:A Versivn:1.16.5 <br /> �;f,���'4���� �C�R �'H� A+PP�lC�T9{3N A�t� LO�►D� LE�T�� <br /> €��ril-a�7�1'jiv��:`alIlaz R•-ro��#�j�60;42 <br /> �� � � <br /> � �� <br /> � ------..- -2�'�"- s' <br /> R4!der!zensions are h4rizorrtal. Product Diagram is Conceptual. <br /> LOADB: <br /> Rnalysis is for a Drop Beam Member. Tributary Load Width: 1' <br /> Primary Load Group-Roof(ps�:40.0 Live at 125°.6 duration.15.0 Dead <br /> Vertwal Lr,ads: <br /> Type Ctass Live Dead Locat"son Appllcatiar: Comrr.ent <br /> Uniform(plf} Roof(1.25) 340.0 128.0 0 To i 4'6" AcJds To <br /> Tapered(pifj Roei{?.2�) 2�J4.�J Te 40.n 75.n To 15.0 Ct To 6'10" Adds Ta <br /> Tapere�i(pl� Rocii(1.25) 40.0 Ta 2G0_0 15.0 To;5.Q 6'10"To 13'8" Rdds To <br /> Poinl(Ibs) Roof(1.25) Q 2606 6" - <br /> Point(ibs) Roof(1.25} 0 264fi 13°2" - <br /> Poini(ibsj Roof(1.25) 0 3�504 6''s0" - <br /> Uniform(plfl Roof(1.25) 640.0 240.0 13`8"To 14'6" Adds To <br /> GUPPORTS: <br /> lnput Bear'sng Verticai Reactions(tbs} Detail Other <br /> Widtla Length Live/Deadtllp{ift/Tota! <br /> 1 V�lood column 3.50" 2.47" .s633/6494 1 0!9%27 L5 None <br /> 2 Wood column 3.50" 2.49" 4050/5744!0/9794 l5 None <br /> -See T.i SPECIFiER'S/BUiLDERS GUID�far detaii(sj:L5 <br /> DESfGN CJNTROLS: <br /> Maximurra �esig�s Cartiral Cantroi Location <br /> Shear(Ibs) �591 -7819 17763 Passed(44%} Rt.end Span 1 under Rooi loading <br /> �4omen±(Ft-Lbs) 30$9R 30898 5092R Passed(6`i°k�l M{D Span 1 under Raof loadinc <br /> Liv2 Lczd Defl(inl Q.2Q1 Q.472 Passed(V846; I!�ID Sran 1 un�er Rnr�f Inad�nr <br /> Total Load Qefl(in) Q.486 Q.708 Passed(L1350} M!D Span 1 under Roof loading <br /> -�^,�fiec:ic:,Crite^a:STAfVL'TRC(�L:Lt350,TL:L�240). <br /> -8racing(Lu):Ali compression edges(top and bottom}must be braced at 10'6"o%unless detaiied othervvise. Proper attachment and�,ositioning of lateral <br /> bracing is required to achieve member stability. <br /> Design assumus adeq�:ate ccntir,uo�s!aterai support ei the compression�ge. <br /> FRO.FECT(NrOf2MATlOfd: C3F�:ATC3f2 INt-:3i:1flATi�Pd: <br /> Terry Mikkelson <br /> �FP Plar,ning�Jesign <br /> 9100 baitimore st.n.e. <br /> suite 10fi <br /> biaine.MN 5544J <br /> Phone:763-780-8004 <br /> dfpplanningdesign@��isi.com <br /> . . ... -. ._-�� + ..-i.�.r, r __ ._ .,_ ...... <br />