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���� ti,t� 205272 DORMER WDW <br /> ���� <br /> �"�K�������` 2 Pcs of 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem-Fir#2 <br /> TJ-8earr�6.16 Senai Numbe�70QII109786 <br /> � Jser�.2 ^a/�1=��C�-9�.1v�.G^_.".":l 9 fl�t,? �RSlD��.+� IYIG���7 LJR �A�G��� �rl� �7G I LJ�J�VIY <br /> Page 1 Engine Vers�orr t'16.5 <br /> ��NT6��3�� ��E� T�� ����I�ATI�P� A��3 4�C)A[?� LlSTE€� <br /> �;Gnz:s�c�Sl�g,�:fli�'�Rc�f SE,�t3e0r12 <br /> 0 0 <br /> � �a._.. A <br /> A!!�timensions�re horizor�t�l. v � Rroduct Diagram is Conce�rtuaf. <br /> L�ADS: <br /> Analysis is for a Urop Beam Niember. Trib�tary Load Vvidtn:'I' <br /> Primary Load Group-Roof(psf}:40.0 Live at 125%duration.15.0 Dead <br /> �ler�ica�!oads: <br /> Type Class Live Dead Location Application Comrrsent <br /> iJniformipl� Ro�f(1.25) 26Q.0 98.0 0 To 5'3" Adds To <br /> Si1�POR i S: <br /> Inpu4 8earing Vertical Reactions(ibs) t?etaii Othet <br /> W9dth Length Live'DeadlUplitti'Fotai <br /> 1 Trimmers 1.50" 1.50" 788/3t18{0!1096 By Others None <br /> 2 Tririmers 1.50" 1.50" 788/308!0/1096 5y Others None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detaii(s):By Others <br /> �FSi�P! C�fATRC?LS: <br /> tJlaxim+am C3�si�n �Gnt�al Cantr�f Lo�ation <br /> Shear(ibs) 1Q96 -792 1359 Passed(58°loj Rt.end Span 1 under Roof loadinc� <br /> t!!omeni(Ft-Lb�) 1438 1438 2�g2 Pa�sc�(52%) Mip Span 1 tmder Roo#loading <br /> �i�.�e load Defl;i^) 0.041 0.175 Passed(L�99+) MID Span 1 �.mder Roof loading <br /> Total Load Defl(in) O.Q58 0.262 Passed(U999+) MID Span 1 under Reof loadinc� <br /> -�eflactio^Cr�;e:iu:uT;',{�D�Ru(LL:U:5Q,�L:L/2�F4j. <br /> -Bracing(Luj:Afl compression edges{iop and b�ttomj ix�usi t�e braced at 5'3"u/c ui�iess detaile�otherNise. Fro�x-r attachment and positioning af faterai <br /> bracing is required to achieve member stability. <br /> -The ailowrabie shear stress(rv)nas nn?been increased due t�the potential of splits,checks and shakes. S�e NDS for appiicabitity of increase. <br /> -Ar:alysis Gased on vertical loads oriy a�d assumes structural supports as�ot2d in the irput. �xia!loads ar��.ot considered in!his analysis. <br /> -Analysis assumes continuous merriber. Lap joints,splices and finger}ofnts significantly reduce member performance and have not been considered. <br /> -De�ign assumes adequate continue�s i�ter�i supp4rt of the compression edge. <br /> PROJ�CT lIOt�FfJFtR4AT{OPJ: Q�'�l�AT�Jl�Ii�lFC�F.NiAT�QN: <br /> Terry f�Sikkelson <br /> DFP Planning Desigr, <br /> 93��3 Galtimore st.n.s. <br /> SUItE�Q� <br /> �ains,f�4N 5544�3 <br /> Phone:163-780-8004 <br /> dfpplann�ngdesign@visi.com <br /> ,�,. ,.,�. ��=-`• -.�,, _ ;,"-.,.�._ <br />