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I <br />r <br />NOT <br />E <br />SST <br />�Nl <br />rl,'.'0"STRUC.Tll0N NOTES) <br />REMOVE CEAID OF SOUTH RAIL BACK AS CLOSE AS PRACTICAL TO GRID LINE AC, SUBMIT <br />I <br />SKETCH OF 'EXISTING RAIL SUPPORT FRAM,E CONNE ICTON AND RAIL END REMOVAL PLAN FOR <br />APPROVAL <br />l_%LJ\JV L_ II IL_ X.J'l <br />I <br />EXTISTING <br />W14 CEILING <br />STRUC-l"URE <br />DRILL 13/16 0, <br />CROS[P( BOUT TYPE SHACKLE <br />G-2130, 5/8" Vi/COTTIER PIN <br />3 1/4 TON # 1019490 <br />TS 8x4x1/4 ABOUT <br />20" SOUTH Or <br />DIAGONAL BRAC'E <br />CROSBY THIMBLE <br />#10�7336 <br />CROSOY S-505 <br />SIVAJAGE #1041107 <br />Jy 3/8" SIPS WIRE ROPE SLING <br />C'Lj\c3!3- 6x.-36 — 17' LONG, FIELD VERIPf <br />S42 SCALE 1-l" = -I'-0" <br />�l 2 <br />sym <br />A <br />RDASION <br />BY _TTF�l <br />ROVED <br />DATE im <br />1 REVISION <br />BY <br />P-PROVED <br />DATE <br />(PROJECT CANCELLED TO ADD tip RAIL FOR 787 SEE 542a) <br />1[ 'AIR <br />STiq <br />mo SFN <br />J <br />B <br />D DIED TIE —OFF POINT FOR OVERWING, W424528 <br />sliq <br />ill,40SI-N <br />9. M� 11 <br />WING/TAIL STAND MODIFICATIONS FOR -/77fX 1786915 <br />C-FI/R(,W <br />PAP <br />01.11.19 <br />_F <br />F-7-7- <br />14 x 26 If <br />OF 5- --- <br />ANTITY j 0 A32 <br />LJ'-') REO'D AT EA.CH END <br />M FIVIBER _jlYP. <br />AND <br />S42 S42 SCALE 1" = 1'-0" <br />11 �) I r 4 <br />VERTICAL MEMBERS BACK-TO-BACK L21 x 2,�! x 1­'. S PAC E <br />2 16 <br />MEMBERS APART WIT H %9 1 2' x SPACER AND - <br />2 4 2 <br />BOLTS, SPACER1� - PLATES ON (F e NTERS MAX. TYP <br />\./IVA IJ.,J Ili. <br />,S42 SCALE V-0" <br />L 4 <br />L2 <br />-S42 SCALE 1-91" = l'--O" <br />'S42 SCALE 11" = l'--O" <br />9 <br />1- F)l ATF TVF) <br />ryp <br />S42 SCALE V-T <br />4 — <br />DNAL MEMBERS BACK—TO—BACK <br />x :) <br />. 4' 32 1 x " SPACE MEMBER'-)' <br />'\T WITH A x 21 x I44 SPACER <br />2 2 <br />0 BOLTS. SPACER PLATES <br />6 CENTERS MAX. TYP <br />CEILING STRUCTURAL <br />MEMBER <br />1/4" <br />S42 SCALE 11" = l'—o" <br />1- 2 <br />V <br />i Y _'__ '12.09.2' <br />iF_A(l'llLl'TY DI—E�c-SIGN B <br />2 EA. 1/2" 0 BOLTS TYP --\\ 7 /-BENT PLATE ]T` NEAR SIDE/TFAR SIDE <br />EA. BRACE CONNECTION fill <br />M 1 LLFR <br />K SURETPAC <br />TT1.01 co <br />W <br />ACCE-PTABILITY DX <br />THIS DESIGN AND/OR CHE <br />SPECIFICATION IS APPROVED JLH <br />ENG <br />APPROVED BY DX <br />A SCALE 11" = V-0" <br />-1 T 2 9 <br />___1 - <br />m <br />/20FT <br />CROSSED MEMBERS <br />1_31 x 31 x '. TYP <br />2 2 4 <br />ll I V A 1,J­j III <br />S. 4'2 SCALE 4 <br />542 SCALE 1-9'" -- 13­0" <br />ED <br />CITY <br />I OF EVERETT <br />REVIEWED FOIR PERMIT <br />"7 <br />qw, NMI <br />% <br />y �F, <br />A <br />Wom <br />gt "N <br />lfflk L P"A <br />f-14 Al A 0 , <br />i I'vi I - 90919, V N D U <br />%r <br />\ I � SUBTITLE <br />3-5-92 OVERWING SAFETY SYSTEM DETAILS <br />TITLE <br />.3-5--92 <br />I rl 0 1 BUH DING, lo '00E-­4 <br />STRUCTURAL MASTER <br />COL. Y-AC/6­10 <br />( OA � <br />" <br />r <br />%- �­- U R( <br />R F I I U T I <br />REVI 'SION I SYMBOL R. DATE <br />17869 5 011.11.19 <br />:j <br />A <br />a <br />i J 11, t Zp ?, A , 1� <br />j5b_TFO_�_ COMP NO. <br />�- <br />424528 <br />EVERETT, W—— AI 45004100 1 S-A <br />r9_R <br />