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LUMBEA SPECIFICATIONS Top Chard Bottom Chord Mebs <br /> Top Chortl 2x 4 1650E-1.5E MSR S-P-F T i- -8573 B i= 7668 M 1 - 2606 X 2 - -3622 Uniform Loads PLF LoaG Case 1 <br /> T 2- -5056 B 2- 76fi8 W 3 - 4006 k 4 - 1906 Initial Final Start End Dir. <br /> Bot Chord 2x 8 1950E-1.7E MSR S. PI1� T 3- -5056 B 3- 2867 W 5 - -4588 N 6 - -118 TCLL 80.0 B0.0 . 0.00 20.00 V 2 COMPLETE TRUSSES REUUIREDI <br /> T 4� 0 TCOL f4.0 l4.0 0.00 20.00 V <br /> Heb Mem. 2x 4 /3/STUD S-P-F BCLL 314.2 3l4.2 0.00 20.00 V •SPECIAL PLATE POSITIONING CHART <br /> kEB 3 BCOL i53.5 i53.5 0.00 20.00 v JOINTf X: (7n) Y: (in) ANGLE <br /> 2x 4 i3/STUD DF-L Increase - �,150 ______ ______ ______ ______ <br /> � LIVE LOAD OEF�ECTION BASED ON L/240 ! 5.18 2.84 7.3 <br /> • 3 0.00 -3.91 90.0 <br /> BEARING RE�UIREMENTS • <br /> BEARING ACT. SIZE FEO. SIZE LBS - <br /> B! 6.00 In. 3.35 In. 56i7 <br /> BL 6.00 In. 3.31 In. 5617 . <br /> +/4 FROMLEI�H R TCLOREBCA]/d PANEL POINTS. <br /> UNIT SHALL CONSIST OF (2) MEMBERS FASTENED <br /> TOGETHER WITH !Od NAILS AT 12' OC TIiiOUGH- . <br /> OUT. EACH MEMBER MUST HAVE CONNECTOR <br /> PLATES BOTH FACES OF EACH JOINT AS SHOFIN. <br /> ALL LOADS SHALL BE DZSTRIBUTED (BY OTHERS) • <br /> EOUALLY TO EACH PLY. , <br /> THIS DESIGN IS FROM COMPUTER INPUT <br /> DEVELOPED BY THE COMPONENT MANUFACTURER: 6'-6.13' 5'-5.87 u <br /> 5'-5.87" 2'-6. 13" <br /> R4-4 <br /> 12 <br /> ' S2 �6 <br /> ' 6� <br /> 3.5-6 3.5-6 <br /> � 1.5-3 �2-4-3 <br /> ' - 0-4-3� , • <br /> 3�10 3-10 7-10 4� <br /> SP6-8 , . <br /> ' • 5'-7.62" <br /> 6'-4.38" . 8'-0.00" <br /> i_ � <br /> � 20'-0.00" OVERALL SPAN � <br /> PLATE COOE SAACING• DATE . I7 IS iHE RESPON;I�ILITT OF OTHERS TO aSCERTAIN TMnT THE LOa�S U7ILIZED ON Tk1IS�ESIGf+MEET OR E%CFEO THE <br /> MODEL20 TPI-85 Z�I.00� O.C. 12�2B�9O ACfUAL OFAO LOA�S IMNOSED BY THE STRUC1Uf7E ANO tNE LIVE LOnDS IMPOSEO 8Y THE IOCAI OUIIDING COOF OR <br /> �457Uf1TCAL CL1MnTIC REGOROS. NO RESPONSIDILI?Y IS n55UME0 FOR OIHENSIOMnL ACLURACY. VEPIFY ALL. <br /> '` '` OIMf!NSIO!�S PR�OH TO FAORIC�TION. CONNECIOR PL>tF5 SHONN ppF TpUSNnL 16, 18, ON 20 GAGE CS SPECIF2E0. <br /> FAHIIiCATTON NALL COMPLY Ni7H TNF OUAlI7Y CONIROL MANUAI' OF THE TRUSS PLA1F INSiITUiE (TPI) ANO 1ME <br /> . � Il7lISNAt TRUSCOM MANUAt ALL PANELS NOT SPF.CIFIC�ILY DESIGNATF.O ARE TO t1E EOUF:.LY OIYIOE�. �OENOTES <br /> "''fCTal_ CUTTING. ONIY L�TEIIAL HRACING REOUI�EO OF IhDIVIOUAL TRUSS MEMOFRS IS 40TF0 0�� iHIS O�aMING. <br /> A T r u s P 1 u s D e s i n TIIiS 0[SJGN ASSUMFS T/IE TOF CHO{IO TO OE CONTINU011SLY OHACEO DY SHEATHIIlG UNlESS Oi11EFlNISE SlAiFO M�tERE <br /> ��u 111GI0 CFILIHG !S APPLIEO OINECTLY TO THE OOfiOM CHOHO, IT SHALI. OE BFaCED ai INtERVALS NOi E%Ci�fUING <br /> 1(I'-0' PFRSGNS FRECTIN6 TRUSSES ARE CAUTIONE� TO SEEN PRUP€SSIOt�aL AOVICF PF.GFRDII�G TEMpOHpp'f F!IFC110N <br /> ,. ,-_S__,Q17«�"� L'i�.�C(t1G MNICM I$ ALNAYS REOUIHED TO PHF.VF.NT tOPPIING �NO DOMINOING'. REFEfI TO ORACING MOnD iHUS5f�.5t <br /> �7��7j i�ap�7 CUnnfNIaRY ANU NFCOnHENUATI0N5' I1PI1. NHERE [ONFUSION M�Y F.%I51 CONCERNit�G PROPEII fIELO I�NEC110t1, <br /> DNGI FILE/ � tauswasrs�tn�cora+oa�ipn�s�crxxxconm��nr ��fAli1.Y MANK INTEf1I0H OEARING LOCAtI0N5, CAN7ILEVENS. �N� THE CNnH05 CF THE TRU55 TO PFE`/[t�l IMFRONER � <br /> � INSTALLATION. 1RUSSES SHALI NOT DE PLACED 'N ANY ENVIRONMF.NT iHAT NIIL CAUSE THE MOISTUPE CUNTENT Of iHE <br /> MOOD 70 EXCF.ED f9X nN0/OR CAUSE CONNFf.TON PL0.TE CORROSfON C�HBER, NHEN NFCESSARY, IS BEST DElERMItIFO 01' <br /> JUDICIOUS APPLICATION OF E%PERIENCE ANO iHEREFOFE IS OUTSIDF THF. S[OPE Oi RESPONSIBILITY OF iqUSM��.. <br /> / EBCO / Version 1.25 <br />