Laserfiche WebLink
�� �'� nrodwest nnanutactunng, tau uaire, wi �ro� i.ei u s�an z�2oi 5 nni i eK inaustnes, inc i ue Nov i i ui:ia uu��5 rage z <br /> � � ID:SdhRCeCmm5pIE3VYBZwodwylLJ9-enmBqM�S_vOqJzwh6CRV1e030N1oFaPmQWnSFzyly <br /> N � No�a (ts) <br /> � � 2)Wind=ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.2psF;BCDL=6.OpsF;h=25R;Cat. II;Exp B;encbsed;MWFRS(envelope)gable end <br /> ��� zone and C-C Exterior(2)zone;canlilever left and right exposed ;end vertical IeR and right exposed;C-C For members and forces&MWFRS(or reactions shown; <br /> Lumber D�L=1.B0 plaie grip DOL=1.60 <br /> Q� 3) Truss designed For wind bads in the plane oF the truss only. For studs exposed to wind(normal to the Face},see Standard Industry Gable End Details as <br /> applicable,or consult qualified building des�ner as per ANSIlTP I 1- <br /> 4)TCLL=ASCE 7-10;Pr=35.0 psf(roof live load:Lumber D�L=1.15 Plate D�L-1_15);Pg=50.0 psf(grour�snow);Ps=34.7 psF(roof snow:Lumber DOL=1.15 Plate <br /> DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 <br /> 5) RooFdesog�snow bad has been reduced to account for sbpe. <br /> 6)Unbalanced snow bads ha�e been considered For ihis design. <br /> 7)All plates are 1.Sx4 MT20 unless otherwise indicaied. <br /> 8)Gable requires continuous bottom chord bearing. <br /> 9)Truss to be fully sheathed from one face or securely br�ed against lateral movement(i_e_diagonal web)_ <br /> 10)Gable sluds spaced at 2-0-0 oc. <br /> 11)This truss has been designed For a 10.0 psf bottom chord live load nonconcurrent with any other live bads. <br /> 12)"This truss has been designed For a live bad of 20_Opsf on the boitom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom <br /> chord and any other members_ <br /> 13)Provide mechanical connection(by others)oF iruss to bearing plate capable of withstanding 100 Ib uplifl at joint(s)27, 14,22,23,24,25,20, 18, 17,16 except <br /> (it=ib�2s=�os, �5=�o�. <br /> 14)This truss is designed in accordance wiih the 2012 International Residential Code sections R502.11.t arxf R802.102 and reFerenced standard ANSUTPI 1. <br /> 15)"Semi-rigid pitchbreaks with fixed heels"hAember end Fixity model was used in the analysis and design oi this truss_ <br /> e , <br /> LOAD CASE(S) Standard <br /> • <br /> � <br /> • <br /> + <br /> a7 <br /> N <br /> O <br /> �� <br /> N <br /> - <br /> , � <br /> N <br /> � <br /> . !� <br /> - � <br /> . � <br /> I.L� <br />