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� .. - <br /> r� , , <br /> L kBER A N Top Chor Bottom Chor ehs • <br /> Top Chord 2x � 2100E-S.BE MSR S-P-F T 1� -3347 B i- 3095 N 1 - 100 M 2 - -913 Stantlard Uniform Loading (PSF) JOINT/ X: (in) Y: (in) ANGLE <br /> TC. 3, 4 T 2� -2357 8 2� 3085 N 3 � 1595 M 4 � -232 TCLL � 40.0: TCOL � 7.0; BCOL � l0.0; <br /> 2x � 1650E-1.5E MSR S-P-F T 3- -1345 B 3- 1384 N 5 � -376 k 6 - 1247 Increase - 1.150 1~ -1.19 2.67 14.0 <br /> T 4� -1348 B 4� 0 N 7 � -1122 LIVE LOAD DEFLECTION BASED ON L/240 ' 3 0.00 -4.25 •90.0 <br /> Bot Chord 2x 4 3650E-l.5E MSR S-P-F 7 0.00 3.00 0.0 <br /> Web Mem. 2x 4 Y3/STUD S-P-F <br /> � � <br /> BEARING REpUIF�MENTS . � <br /> BEARING ACT. SIZE RE�. SIZE LBS <br /> Bf 6.00 In. 2.06 In. l3if � <br /> BL 6.00 In. l.79 In. 1540 <br /> BEARINGS MUS7 ACCOMMODATE HORIZONTAL ' . <br /> MOVEMENT, <br /> THIS DESIGN IS FROM COMPUTER INPUT - <br /> DEVELOPED BY THE COAIPONENT MANI�ACTURER. . <br /> 6'-5.47' . 3'-10.25" • <br /> , 5'-6.53" 4'-1.75° <br /> R5-6 <br /> 12 <br /> ' �6 <br /> - !2 <br /> 6� . <br /> 1.5-3 <br /> 3-4 .' <br /> / 3-4 �2-4-3 <br /> 0-4-3� <br /> 1.5-3 6-6 * <br /> ro <br /> � � 3_B <br /> �3 �' 3� 3-4� <br /> 3.5-8 � <br /> ,•a : <br /> • 3'-8.28" 4'-1.75" - <br /> !'-6.00"� 6'-3.72" 5'-10.25" <br /> 20'-0.00" OVERALI SPAN <br /> PLATE COOE SPACING• OATE � . It IS iME pESPONSIBIUTY OF O7HFRS TO AS[ERT�IN TH�t THE LOeDS Uifl 2E0 ON iHI4 DESIGN MEET OR E%CEEO TnE <br /> MOOEL20 TPI-85 2Q.00� O.C. S2I21I9O aCTUnL OFAO LOAOS IMPOSEO BT Tlff SiRUCTUf1E �NU iHE LIVE LOnOS t�oseo er ri� LOCAI BUILDING CODE Ofl <br /> tqSi0f11CM. CLINATIC RECOROS. NO RESPONSIDIUTY IS aSSUMED FOfi UfNEN570NAL ACCUfi�CY. VERIFY ALL. <br /> '"` OIM[17SIONS PFlIOii TO FAD(IICA7ION. CONNECiOfi PLATFS SMOMN A(iE TRUSNA� �6, 1B, OH�0 GA6E AS SPEC2FIE0. <br /> FAI1f1iCATTON SMALL COhM.P NITtI iNE OUAU7Y CONTROL MANUAL' OF TME TRUSS PLAIh INSTITUTE ItPU ANO THE � <br /> iHUSNAI 1RUSCUM MA1N1At AlL PANELS NOT $PECIPICALLY OESIGNATE(1 �PE TO flE EOUOLLY OIVIOED. �OENOTES <br /> °'9 Cia�_ CUITING. ONIY IATEF�AL BRAC MG REOUIREO OF IhDIV70UAl TRUSS MtN0E17S IS nOTF.O ON T�iIS ORpwT�+G. <br /> A T r u s P 1 u s D e s i n 111iS UESIGN ASSUMFS illE tOF CHO{1� TO OE CONT]NUOUSLY tiH�CEO Or SHEATHIt�G UNtESS OTHERMISE S1AtED M��EPF <br /> �lu I�IGID CEILING iS APV�IEO DiHECTLY i0 TNE 00li0M CHOHD, IT SMAI.L OE BHACf.O AT INTEHVAL$ NOT F1�Lff02NG <br /> f0'-U' PF(iSONS ERECTING ipUS5E5 ARE CAUTIONEO TO SE[K VRUF€SSIO�u1, ADVICF. REGFPOIHC iEMPORAN/ f�IFC110N <br /> ..., ,__S_�,��1t� UI1aCi1lG NMICM IS ALNAYS f1E0V1HE0 t0 PHf.VENT TOPPUNG ANp DOMIHDING'. NFFf.O TO 'B{i�CING MDOD 7HUSSF-.5� � <br /> r.a�sa CUMM(N1AilY ANO NEf.OMr�E�1QATIONS' (LPI1. NHERE CONiUSION MA1 EXISi CONCFI7NING PROPER FIFLD INfCTION, <br /> �NGI FILE/ � � tauswKsrstEn�Coar�oa�non�y�riootCpr,w�Nv CLtA{1LT MAHK INTfHIOP BEApIN6 LOCATIONS, C�NTILEVENS, AND TNE fw�RDS Cf i/1E TRUSS T(1 PRE�EIJI IMPiiOPER � <br /> � � INSTAlLA7I0N. 1RUSSES $N�IL NOi BE PLACEO 'N ANY ENVIRONNENT ?MAT M1LL CAUSE TME MOISTUHE CGNTENT OF TNE <br /> N000 70 EXCEEO 19% �ND/Ofl CAUgE CONNFf.iOR PLATE CORROSiON. C�MBER, MMEN NfCE55ARY, IS BEST DETERMItlF.O OY <br /> JUUICIOUS �PPLIC�?ION OF EXPERIENCE AND THEHEFORE iS WTSIDf. �NF. SCOPE OF {iESPONSIBILtTY OF TRUSN�L. - <br /> / EBCO / Version i.25 <br />