Laserfiche WebLink
���� � 205272 N10N0 SCISSORS TRUSS <br /> � ��`�� 2 Pcs of 1 3i4" x 11 1/4" 2.OE Parallam0 PSL <br /> TJ-Beam�6.16 SeriaE NumEser:7W4109786 <br /> Usec 2 9!6/20c75 5.04�.45 AM p ��/�T C T�+ ,/� �(/'► C �+ T c �`p <br /> Fage 1 Engine Varsion�.t.i6.5 ���� �f\��iJ�.+C I�Y�L� 6 a7 LJ� E/li.��LQ� ��� a7�i �C��v*S_� <br /> ��5��'��`S �C��? T�� �PP`!�'A�'���8 �€��� L.���� �l.��'�� <br /> ��'j a�r#�e-�tE�+ei i��upe:6.�i92 iFcolfi Sesp�tSf9� <br /> � <br /> I <br /> Q � �� <br /> , <br /> z �. <br /> -- ��`�"-__-._.__.,.--------- <br /> Ali d�mensiqns are horizarrtal. Prnduct DiaQram is Conc�ptt�al. <br /> L�AD�. <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9' <br /> Primary Load Group-Roof(psfl:40.0 Live at 125%duration,15.0 Dead <br /> Vertica!Laads: <br /> TyRe �tass Live �ead Locatior. RC�licatBoR Gomme!?± <br /> Uniform(pf� Roof{1.25) 240.0 90.0 0 To 5' Adds To <br /> f�oint(Ibs} 400ft125) d 2809 5` - <br /> Uniferra(�1� ca��ft1.25) 80.0 30.Q 0 To 1��6�� A.dds To <br /> SUPPORTS: <br /> Irpu: �aar;zg Verticai R�acti�ns(lws; P!y De�th Naslir.g Deta�: Other <br /> lAtidth Lenglh Live/DeadNpliftfTota! Dsp4h <br /> 1 VVood c�(umn 3.50" 1.54" 1��3!2737!01450C NIA NIA N!A L5 Nona <br /> 2 TimSerstrand LSL E3eam 3.5U" Hanger 101%/1529!U!""16C� 1 12.i9" Nii�. H5:i op Niouni NangEr ivone <br /> -See TJ SPECIFIER'S/BUILQERS GUIDE for detail(s1:L5,H5:Top Mount Hanger <br /> Hia(�GERS: Simpson Sironq-Tie�Connsciors <br /> Suppart Modet Siope Skew Reverse Top Fiange Top Fiange Support�111ood <br /> FEang�s Offset Siope species <br /> 2 Top Mount Hanger WP1411.25X D28 6.5/12 0 NIA No 0 N/A <br /> -Nailing for Sunoori�: Face:N!!a,Top 2-i 6d.Member:2-N1 C, <br /> -Hanger at high end requires use of LSTA18 <br /> �JESfGN CU?V7RQLS: <br /> �Jiax[mu� i3esi��� Caratrut ��ndroi Locat9cn <br /> Shear(Ibs) 4512 dG11 9516 Passzd(42°l0} Lt.end Span 1 under Roof foading <br /> PAement(Ft-Lbs) i 55Q% 1�6�? 22453 Passed{?0%} MID Span 1 �mder R�!+f�oadin5 <br /> Live L,ad Def!iin) �.262 0.79R Pass�(LI?3�) M�D S�an 1 �!nder Reaf load�ng <br /> Tcta!Load�Jefl(in} Q.798 1.065 Passed(U244) M!D Span 1 under Rcof Ioading <br /> -D�i!�cf±�n�:r,feria:S i f��lD�RG(LL:�1�4Q,TL:L/i8{2;- <br /> -Bracing(Lu}:A!i compression edges(top and boiiomj musi oe oraced at�'1 Ci'o%unles5 detaiied�tt�e,-�vise. Pro�,er attachrnent and�,ositianing of fateral <br /> braeing is required to achieve member stability. <br /> -e�esign assumes adequate continuous lateral support of the compression edge. <br /> PPQJECT t�lF;}P,R"ATIQRI: �PEP.ATOP.l�JFQRA4�TlUN: <br /> �erry Mikkelson <br /> L�FP P{anning t�e�inn <br /> 9'!�JO haitimore st.n.e. <br /> suite 106 <br /> blaine,MN 55k49 <br /> Phone:i'63-%80-3u"v4 <br /> dfpplanningdesign@visi.com <br /> „ ; ,.. . .� . .�,� �_ ....,,, � _ _. _,.. <br />