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Pro9u�W <br />)�1610 <br />5�0 = <br />P� <br />lic Fn Nov <br />$�ye: 1 59 <br />4��� — S�fi = <+10MT10N = 5�8 = <br />LOADING (psQ SPACINC 6-0�0 <br />TCLL 25.0 Plates Inuease 1.15 <br />TCDL 50 Lumberinuease 7.75 <br />BCLL 00 RepSlresslncr NO <br />BWL 10 Code IRC2009RPI2007 <br />CSI � DEFL in (loc) Utletl L/0 <br />TC 0.09 Vetl(LL� �041 0>867 240 <br />BC 0.97 Ve�(TL) �O.SB 1-e >613 1B0 <br />WB 0.01 Mo2�TL) 020 5 Na Na <br />(Matna) <br />LUM6ER <br />TOPCHORD 2%6DFiB00F1bE <br />BOi CHOR� 2 X 4 DP 2<OOF 2AE <br />VJEBS 2 %C HF StutllSid <br />REACT70NS QWsze) 1=2747/45-8 (mn.0-0�3�.5=2747/0-SB (min.0-0�8) <br />Maz Hoa 1=417(LC 3) <br />Ma[ Uphfl1=-439(LC <).5=439�LC 5) <br />FORCES Qb) � Max. Comp/Max. Ten. -All lorces 250 Qh) or less excepl w�en shown. <br />TOP CHORD 1-2=�4518I7077, 2-3=�55531977.3-0=-555]1937, d-5=-657011078 <br />BOT CHORO 7-8=�96716012. 7-8=-d57/4044. fi-7=-45314044. 56=-85116012 <br />WEBS 2-B=-id891412.}8=-3 3511 5 0 2.7-6=-J791582,4-fi=�14891412 <br />BRACING <br />TOP CHORD 2-0.0 oc purlins Q-0�7 maa.). <br />BOTCHORD 8�2�Oocbratlng. <br />JOINTS 1BracealJqs�-.7 <br />NOlES <br />1) UnbalanceC raol live IoaEs �am been convGered lor Ihis design. <br />2) VvSnd'. P.SCE 7�05', BSmph; TWL=50ps1; BWL=1 Opsl; h=25tl; Cal I: Exp B; endosed; MN�FRS (low-nse) gaMe eM zone: ranlilever leR <br />antl ng�t expostd : end vehical IeX ane nght e�pusetl; Lumber DOL=1.�3 plale gnp DOL=1.33 (Actue� dead loatls use7 perAN51lTPI 1— <br />2002 setfion 62.1.3) <br />3) T�e Eotlom chord deatl load slw,vn is wKtlent o�ly to �.ever t�e tmss weight itsell entl dces not ellow lor eny addtlianal load to be aCded <br />�o Ihe bottom chorE. <br />4) DeaC IoaEs shown induae wei9�l ol Iruss. Top ctwW deed load ol SA psl (or Iess) is nol adequule lor a shingle roof. Architect to venly <br />aCequacy W top chortl dead load. <br />5) All plales are MT20 plates unless Wheiwise inC�caletl. <br />6) ProMtle merhanical wnnection (by olMrs) ol iruss lo beanng plale capade d withstantling d791b uplifl etjoint 1 antl 4]91b uplifl al jant <br />5. <br />7) This Wss is tlesigneC in a¢orGance wit� �he 20091ntemational Fe:iEential Cade udions RSW.1 t.t antl RB02.102 and relerenced <br />slanCaM AN51l�PI 1. <br />8)'Semi�ngid ptUibreaks xiih IIxM hcels Member end GKily maCel was used in I�e enalysis and deslgn d this Imss. <br />LOAD CASE�S) SlandarC <br />PLAiES GRIP <br />MT10 1851148 <br />MT20H 165H4E <br />Weighi:7321b FT=10% <br />����AS A. qlI <br />f�. <br />��\� `�� U \C/N . �j <br />: � ��41:�\� <br />�� �� <br />i �` � � N � . . .`Y <br />r 'q2>G � �' <br />�G�. ���,IS 11-«�� � � <br />l` <br />� �S'/� � �A�:A L �'� <br />