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I <br />Wl 4 CEILING <br />STRUCTURE <br />DRILL '13/16 0) <br />Co <br />r- <br />CROSBY BOLT TYPE %HACKLE <br />G-2130, 5/8- W/COTTIER PIN <br />1/4 TON 1019490 <br />S 4 2" <br />TS 8x4xll /4 ABOUT <br />20" SOI,-FfH OF <br />DIAGONAL BRACE <br />-CROSBY THIMBLE <br />#1037336 <br />CROSBY S-505 <br />Sy --JAGS, #104.1107 <br />3S)LING /8" EIPS WROPE IRE <br />C 6" 6x36 - 17' LONG, FIELD VERIFY <br />Lfi <br />S42 SCALE 11" <br />E- 2 <br />M <br />A <br />B <br />C <br />REVISION <br />A th RAIL IL FOR SEE -42ci) <br />(PROJECT CANCELLED TO ADD A 787 <br />ADDED TIE —OFF POINT FOR OVERWING STAIR W4245281 <br />WING/TAIL STAND MODIFICATIONS FOR 777X 1786915 <br />BY <br />STN <br />S�TN <br />Cc'l,/RGW <br />APPROVED <br />MOSEN <br />MOSEN <br />PAP <br />DATE sym <br />1--Zl—ll <br />9-30. 11 <br />01.11.19 <br />REVISION <br />BY <br />APPRGVED <br />DATE <br />14 x 26 11YP <br />F Aj ANTITY OF 2 0 -25 <br />t-TS Rr'Q'D AT EACH END <br />MEMBER T Y P. <br />J z S42 SCALE 1'-0" <br />4 <br />VERTICAL MEMBERS BA(,K-TO-BA(,r'/\ 1_21 x 2-1 x a. SPACE <br />2 16 <br />A <br />MEMBERS APAR-11- WITH 2A x 2�' 1 fA X SPACER 1\1 D 2 0 <br />4 — <br />BOLTS. SPACER PLATES ON 6' CENTERS MAX. TYP <br />L I V A III <br />H <br />542 SCALE <br />S42 SCALE li" 1 = '-0" <br />9 <br />= l'-O" <br />S42 SC 1- 9 <br />M, �MUO <br />s <br />g mmpg-o <br />A <br />tm <br />A elm 'k. <br />1- 1-11 ATr- -r,,/r) <br />ryp <br />EA. 1/2" 0; BOL113 T`-�P <br />EA. BRACE CONNECTION <br />MILLER <br />S U R ET RAC K <br />REF. - TYP <br />ACCEFFABILITY IDX <br />THIS DESIGN AND/OR ICHE <br />SPECIFICATION IS APPROVED [14�j <br />ENG <br />APPROVED BY RTI [ DAF�JDX <br />r'7 <br />S42 <br />----I <br />F <br />A c <br />6 <br />(-------- A <br />')-r- <br />---- <br />Sl <br />r <br />i0 <br />_S S 'E 42 CAL <br />DNAL MEMBERS BACK -TO --BACK <br />v 2 A SPACE MEMBERS <br />A .31 x 1. SPACE I- <br />J WITH 21 Z"x SPACER <br />2 2i <br />0 T B CILS. SPACER PLATES <br />L3 6CENTERS MAX, TYP <br />z <br />-S42 SCALE 1-1" = l'-O" <br />2 <br />BENT PLATE NEAR SIDE/FAR SIDE <br />4 <br />S42 SCALE 11" 1'-o" <br />9- <br />SUBTITLE <br />3-5-9-9 <br />3 — 5 — 912 <br />3-5-92 1 TITLE <br />CEILING STRUCTURAL <br />I- R <br />MFMB1L <br />P Uj <br />t <br />RKMAN 30' <br />-, MODEL <br />10120724 <br />CROSSED MEMBERS <br />L 31 x 31 x 1. TYP <br />2 2 4 <br />k� 1 V A I'J.'J III <br />C'A <br />S,2 SCALE J5I--01' <br />S42 SCALE 11" l'--O" <br />2 <br />F <br />B Y <br />i A - j­I " E- <br />r'.JL' 1-Y ,'N <br />ED <br />CITY OF EVER <br />REVIEWED FOR PERMIll" <br />F TE '12.09.21 <br />)A 1 <br />D U M <br />1 -0' 112 <br />A <br />U % P 1 4 P 0 t C 1, T I Cly <br />ki 04:3 <br />OVEF-RWING SAFETY SYSTEM DETAILS <br />BUILDING 45-004 <br />STRUCTURAL_STRUCTURAL_MASTER C-01_. Y-AC/6-10 <br />CURRENT REVISION I SYMBOL DATE <br />17869151 c I ol.l 1.19 <br />JOB NO3 <br />EVERETT, WAI DliNG NO. <br />o4z. F-0- � I, _PRO <br />W424528 <br />45-004-1001 -S4A 2 <br />