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� ' <br /> op or o tom Chor Weds SPECIAL PLATE POSITIONSNG CHAR7 <br /> Top Chord 2x 4 1650E-1.5E MSR S-P-F T i- -4722 B i- 4354 N i - -798 N 2 - -353 Standard Uniform Loading (PSF) JOINT# X: (in) Y: (�n) ANGLE <br /> T 2� -3828 B 2� 1747 W 3 � 2642 M 4 � 256 TCLL � 40.0: TC�L � 7.0; BC�L-� 10.0; <br /> Bot Chortl 2x 4 1650E-1.5E MSH S-P-F T 3� -3828 B 3- 2029 W S - -507 Increase - 1.150 1 -0 22 2.91 14 0 <br /> BC. 1 T 4� -2066 LIVE LOAD �EFLECTION BASED ON L/240 4 0.00 -4.50 90.0 <br /> 2x 4 2100E-1.8E MSR S-P-F T 5� -2268 6 -3.50 2.00 0.0 <br /> Web Mem. 2x 4 !3/STUD S-P-F 7 0.00 3.50 0.0 <br /> NEB 3 � 8 0.00 2.94 -7.0 <br /> 2x 4 1650E-1.5E MSF S-P-F <br /> Left Side Wedge 2x 4 f2 or Betterll . <br /> BEAAING REOUIi�MENTS <br /> BEARIN6 ACT. SIZE REO. SIZE L8S <br /> B] 6.00 In. 2.4i In. 1539 <br /> BL 6.00 Ifl. 2.41 Ill. 1539 <br /> THIS DESI6N IS FROM COMPUTER INPUT <br /> DEVELOPEO BY THE COMPONENT MANUFACTURER. , <br /> 4'-5.90" 3'-5.87" 6'-3.25" <br /> 4'-0.22" 5'-8.75" <br /> . R6-6 <br /> 32 12 <br /> 6� 1.5-3 �6 , <br /> 1.5-3 <br /> / 1.5-3 . <br /> 0-4-3� ' <br /> 7_g i �0-4-3 <br /> � � o � <br /> �_�3 N 3 <br /> 3.5-7 0 12 1�2 5-6 4-5.., ' <br /> • ' 8'-0.13" + <br /> 1'-6.00� <br /> 8'-6.13" 7'-5.75" � i'-�.00" <br /> 24'-0.00' OVERALL SPAN <br /> PL�TE CODE SPACING• OATE <br /> � IT IS THE RESPONSIBILITY OF OiHF.RS TO CSCEPiA1N THAT 1HE LO�OS UiILI2ED ON iNIS�ESIGN MFET OR E%CFEO iHE <br /> M��ELz� TPI-85 24.�Q" O.C. 12/21/90 ACIUAL UFAO LOA05 IMPOSED BY TIIE STqUCTUf1E ANU iHE L1VE LOAO$ IMPOSEO BY TNE IOCpL BUILDING COOE 0{I <br /> HISTOf11CAL CLINaTIC RECOROS. Ntl RFSPONSIDILI7Y IS RC„UMED FOR �IME�i570�+nL ACCURACY. VFRTFY �LL <br /> ','` OIMfN510!!5 PRIOA TO FAORICAi70N. CONNEL'ION PLATfS SHOH1� �RE iqUSMiL 16, fB, 0�7 20 C�GF. Ai SPFCIFIFD. <br /> �APtiICAi10N SHALL COMPLY NITH THE UUAL7TY LOIJ1f70L MaNUAL' OF iHE THUSS VLAIF INSTITUIE (TP1) AND 1HE <br /> �NUSNpI. iRUSCOM MANUAI �LL PA��ELS NOT SPECIFICa:LY OFSIGN�TF.� �f1E l0 OE EOUa:LY DIVIbE0. �OENOiES <br /> °i'f CIPI_ CUiTING O��IY ��TE�iAL B�ACING REQU]I1ED OF IkDiYI�U�L iqUSS nF.N(iF.HS IS •IOTFO UN THIS ORAMiNG. <br /> A T r u s P 1 u s D e s i n IHiS U[S7GN ASSUMFS iHE lOP CH0110 TO UE C011T1NUOUSiY [11aACE0 01 SHEAt117NG UNIESS OTHEqMIS[ S7A1E0 MnERF <br /> ��u IlIGIO CF.IIIRG 15 APPLIE�01RECTl,Y i0 THE BOROM CHON.I, 1T SHALL OE BHACFO AT fNTFNYALS NOi E:xi;i:lUING <br /> 1(1'��0' N(.1750NS EHECTING TRUSSES ARE CAUTIONED TO $tFK NHUrE55701�AL ADVICF. PEGRRUII�G 7FM{�OIIAf7/ F!i1CT10t1 <br /> .. ,--5-_,.'�lll��"� LI�i.Cit1G MNICH IS AIMAY$ OEOUIHEO 10 PHEVFNT IONPI_ING �NO OONIHOIHC. HEPEN TO �RaCt11G NOOU iNU.^.St.S: <br /> ��7j i1V7 I:UMMfNfaflY ��1U NELOMMENOATIONS' ITPII. NHFfiE CONFUSiON MAY E%i5T CONCFRIIl�IG t'ROi'FH fIkLU Iu1.C71Ur�, <br /> (JNG/ FILE/ ��WNSYSfFhLfprypq}Al10NA51(�Npp(COMV�NY «fA{ILT M0.NN INTEIi70H QEARING LOGAilONS, CANTILEVFNS, ANO TItE Cw�NDS CF 7HE TfiU55 1:1 {�REVf:lli 1MHHOF'F:R <br /> INSTALLATION. IRUSSFS SHeLL NOT OF PLACEO N ANY ENVIRONNFN7 iHnT MtIL CAUSE TlIF. MOIS?UI7E CGNiFHi OF THE <br /> � M000 TO E%CFEO f9% AND/Ofl CAUSE CONNFCTOR PL.n7E CORROSION CnM[iER, NHF.N NECESSARY, IS f1EST DEIEI7MItrF.O OY <br /> � JUOICIOUS �PPLICATION Of EXPERIENCE AN� iNERFFONE IS OUTSIDF. TI�F. SCOPE OP RESPOHSiBIIItY OF TRUSMtI. <br /> / EBCO / Version 1.25 <br />