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Thornton Tomasetti <br />TYPICAL INTERIOR FRAME <br />ANALYSIS MODELING KEY: <br />- GUSSET PLATE SEGMENT OF VARYING AXIAL AND FLEXURAL STIFFNESS <br />O.- ANCHOR ROD <br />= COLUMN CENTERLINE <br />1 2" CLEAR- -]{·A 2"CLEAR \\ <br />\ --40 +31 42 0,42·' A=38 1=500 29 .1 <br />A=46 1-1000 <br />PL 2 GR50 ,L 2 uiC/'- <br />PL 3/4 X 14 GR 50 <br />OR PL EACH SIDE <br />* fTYP -4 / <br />Ar 01 1 \ <br />t «333- <br />1-4 - \ t -/1 1 <br />6 <br />30 <br />PL 3/4 X 14 GR 50 <br />OR PLEACH SIDE <br />1- -- - <br />I,lM <br />\ --11+MIN <br />· A=68 145000' ic- , \ -. <br />1 E-7---1 r- <br />0 <br />33'19 <br />f <br />V <br />1 \INT <br />1-EN ni .4 B E [) 7 <br />120 - <br />EN-1 - <br />./IBED\ <br />T <br />PL 4 <br />f.u/,4.,/ <br />r <br />f 4,4. f <br />\20' <br />T <br />fI- <br />t PL 4 <br />P m <br />91 y C 9-t /1» «- \ -- <br />T <br />LOCALLY REFRAME <br />ANO DEMO <br />EXIST MEZZ <br />SEE DETAILS <br />CJP <br /> 1 /4 ' f <br />71-4/ ./ <br />L 0 1 LI 1 <br />iLY REFRAME <br />NODEMO <br />.XIST MEE <br />SEE DETAILS , <br />09_ CJP <br />1 1 //// 1 <br />\ <br />1/4 <br />MIN 7/ <br />k <br />SPACERS BY DAMPERSPACERS BY DAMPER l,MFR FROM SPADE TOMFR FROM SPADE TO r <br />i EACH GUSSETEACH GUSSET #-B <br />0 -/-= SS PIN BY DAMPER MFR- SS PIN BY DAMPER MFR U, <br />IN 3 5" DIA BORE AFTE R <br />IN 35" DIA BORE AFTER <br />GUSSET FABRICATION .7. 16 GUSSET FABRICATION <br />'1 1 <br />12IDE FAR AS L' -TYP EA SIDE INSIDE FAR AS 1 TYP EA SIDE <br />PRACTICAL TYp ALL ENDSPRi\CT]CAL TYp ALL ENDS <br />PL 1/2 X 20 -- <br />PL 1/2 X 20-.,-*4- - <br />GR50 GR50 ' <br />T , r -·62 X PL2 GR50 ' <br />-42X PL2 GR50 -7 <br />4 + /--*44,-42 4 ,=* + •--1 PL 4 X 14 . <br />PL 4 X 14 [,I. <br />GR50 1, p jr,·'*-ii,oi-tnooo *24-1#1415.0. 46 4*550 11 <br />\-4 1 k 4:4 ' -L XI ' h <br />r 4fxy°-i <br />INTERIOR (NORTH AND SOUTH) TYPICAL DAMPER ELEVATION ANALYTICAL REPRESENTATION OF INTERIOR GUSSET FRAME SYSTEM <br />191 of 234