Laserfiche WebLink
. . . . <br /> ���� ,��' ,205272 ,VAULTED HIP RAFTERS <br /> �v�f <br /> f� <br /> TJ-Searr�8.�8SerialNum����`� 1 314 x 9 1i2 2.DE Parallam0 P L <br /> � User.;: 5�oi'•;,�r�0��5.4G ktvi <br /> Page1 Engine`?ersion:l.1F.5 TE!!S PRQDIJCT �lIEET� �R E�CCEEpS TFlE SET i7ESIGfV <br /> ��f�T��L� Ff�� T�E aPPLlCAl'6{3!� A,�l� L�QAQ� LIST�� <br /> e`��c=t�����r St�a�re:Sir oc�a�€Sio{�e�.5?'32 <br /> 1 ~~~—~—�--�l–��� <br /> � `,," <br /> 0� '� <br /> ' --�:'S"__---.__._ ` <br /> Atl dime�sions are h�rize�rtal. Fr�oduct Diapram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beamj Member. Tributary Load Wicftn: 1' <br /> Primary Load Group-Roof(ps�:40.0 Live at 125%duration, 15.0 Dead <br /> �fe�tical L,^,ads: <br /> Type Class Live Dead Location Application Comment <br /> Tapered(pif� Roof(1.25) 44C.0 To 4Q.0 165.(3 To 15.0 0 To 1't'6" Adds To <br /> SiJFt'�Q�TS: <br /> lnput Bearing Vertica!Reactions(tbs) Pty Depth Nailing Detai9 Oth�r <br /> Width Length LivelDead/lip{iftlTotal Depth <br /> 1 Timbersirand LSL Beam 3.5U" Nanger 20'12/796/t�i 2809 i 9.50" �:ii-� Fi6:Top iviouni Hanger EJone <br /> 2 Timberstrand LSL Beam 3.50" i-fanger 1208/495/011702 1 9.50" N/A H6:Top Mount Hanger None <br /> -Ses TJ SPECIFIER'S 1 BUILDERS GUfDF for detail{�):H6:Top Mo�_�nt Hanger <br /> HANGERS: Simpson Stronq-Tie�Connectors <br /> jupp�at Nfa�el Slope Sdcer;r �2everse Top Fian�e T�p Ftange �vpport Waod <br /> Flar.ges Offset Slope Species <br /> 1 Top Mount Hanger WP9 0/12 0 N1A No � N/A <br /> 2 Top M�unt Hanger MIT3.5 Ulti2 U NfiH iVo 0 iviA <br /> -Rlailing for Support 1: Face:NtA,To�2-16d,Mem6er:2-N1 Q <br /> -Nailing for Support 2: �ace:2-16ci,Top 4-16d,N�ember:2-N10 <br /> DESIGN CONTRQLS: <br /> tv9ax3mur� Desiyn vontrol �ontral LOC4ticsn <br /> Shear(Ibsj 2616 2114 4018 Passed(53%) Lt.end Span 1 under Roof loading <br /> P.k�r;�e^t{F°-L'os) �9t3 ��13 c3161 p�ss?d(72�fo} f�Rin Span 1 under R�nf ioadin_c.� <br /> Live Lead Dsfl tir; 0.3a' 0.546 Passed�U33�) I�t!�Span 4 under Roof ioad�nr <br /> Tota{Load Defl;ir.) 4.542 0.728 Passed{L/242) MID Span 1 under Roof loading <br /> -Deflecticr,Criteria:S?,ANDl�RD;LL:U240,TLL/18Q). <br /> -Bracing(Luj:AI�compression edges(top and bottom)must be braeed at 5'11"�c unless dztailed othenr�ise. �raper attachment and pasition€ng oi iatera[ <br /> bracing is required to achieve member stability. <br /> -ne�ic3i?asstrn�adec�,l,ate continucn,�.i_ater�I cu�?ctrt c�i the c.�m,r,ressian edae. <br /> P-€'cJJEC i:N�ORMATEOIU: C�'E�,ATCR{I1!FO4h"!7TlON: <br /> Terry Mikkeison <br /> DFP?lannin�Design <br /> 9�0�baltimore st.n.e. <br /> suite 106 <br /> bfaine,h4N 5544�5 <br /> Phone:;63-780-z�C04 <br /> dfppfanningdesign@visi.com <br /> �.�_. � a..._i .- ..,�_�_ _.. .._<,<<. _ ,, . -.. -..:_. <br /> - --, �, ,,: �. � - <br /> ,_�_., _._ r >�: . . ,,: , .. . <br />