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Ell <br />2'-10 3/16' 1'-711116' <br />PARTITION WALL <br />(BY OTHERS) - <br />�,, i i r_B"���-- 1t2" STEEL j <br />EMBEDDED PLATE COVER 114" L2x2xlAW1 U <br />114 2'-0" S51016 2 ��-- HEADED STUI <br />TY P <br />STEEL ANGLE �--"►- <br />ij -- -� — EDGE OF WALL BELOW STUD WELD 1 <br />S510-16 ! REMOVABLE <br />- -- - - - -- COVER PLATE <br />W6 BEAMS) <br />Z a j <br />-- — —A - - - - -W6d/l <br />-- --- - -- - — o I —. <br />I <br />-- ---- - - __ __ -- --- - - -- - u; i.-- <br />--� --- - _�C - -- -- W6 _ --- -- - -� --- <br />uj <br />EDGE OF WALL BELOW - — - —--- -- --- - - - -- --v--- -- - --� ^- d <br />7 ° - -�C <br />- - �. - ---- --- -- UY6 --- - -- 0 � 1 CONT L4x4x31E <br />HSA @ 18" O.0 <br />-- - -^-GUARDRAIL POST SEE_ <br />i ( - COVER LIFT INSERT' CATIONS HSS12x4x318 TO BE IN ARCH DRAWINGS <br />r TYP), SEE DETAJi 5/S510-18 FOR PLACE WHILE POURING <br />MOREINFOIMATIOPJ ® CONCRETE <br />5510.16 S f 5510.16 <br />FLOOR DOOR,I /` ! <br />SEE ARCH <br />co <br />j, <br />1 PnST <br />POST-.:--�- <br />I V - EDGE OF WALL BELOW <br />PARTITION POST 551016 <br />(BY OTHERS) ' 3/8" 1'-15/81, 8" <br />i <br />POST <br />I <br />I <br />m <br />NOTE: - <br />PIT COVER PLATES SHALL HAVE FACTORY APPLIED NON -SLIP FINISH <br />nN (SLIPNOT; ALGRID; OR OTHER APPROVED PRODUCT) <br />GUARD <br />POST <br />T SCH 40 ALUMINUM <br />REMOVABLE GUARDRAIL PL1/2" FIXED TRIM TO I <br />POSTS, GR 6061-T6, ALLOW GUARDRAIL SOCKET I HSS12 <br />GUARD RAIL j7116"-- <br />PL112"x6"x7" @ EACH POST, SOCKET TO <br />WELDED TO L2X2 EDGE ANGLE PL1/2 FIXED 3116 ' <br />(OR PL1/2"x6"x6" W/ 1/2' LOCATING <br />RODS WELDED TO SOCKETS) 1(2"STEEL COVER PLATE 914" <br />�� �--`'"}-r°~- <br />W1 W6 STIFFENER BEAMS - I <br />T/SLAB OL <br />iI <br />PROVIDE CAP <br />(OPTIONAL )1/2" RODS (OR #4 I I <br />BARS) NS&FS SHOP WELDED <br />TO SOCKETS TO ENSURE I <br />CORRECT SOCKET SPACING <br />HSS3x0.18861/2" W/ 1/4"x4" SQ <br />BASE PL., COAT INSIDE OF _ 1/4 1 <br />SOCKET W1 EPDXY PAINT W6 <br />CONTRACTOR, TO PROVIDE CAP <br />WEEP HOLE <br />� f <br />HSS12x4x3/8 <br />SEE ARCH PLAN FOR GUARD POST DIMENSIONS <br />SECTION <br />T- -7 <br />SCALE: 3" = V-0" S51012 551016 <br />2114` <br />1 1/2"x112" CONT STEEL BAR ---� <br />GUARDRAIL SOCKET: �` <br />HSS3x0.188x5.1/2" W/ 1/4"x4" SQ 3116 212 _ 112"STEEL COVER" <br />BASE PLATE COAT INSIDE OF `( PLATE W/ W6 <br />SOCKET W/ EPDXY PAINT - I _ 1/4' ! f STIFFENER BEAMS <br />CONTRACTOR TO PROVIDE CAP GAP <br />t I <br />3116 r r <br />OU/AlLt: 314 I -V 5510-10 551016 �' <br />61t8" 115116° � <br />1!4'DOOR SECTION <br />Fr AMEGaP�.� SCALE: 3" =1' 0" <br />b 114„ <br />PL3/8 (GAP) <br />! CLOSURE ALUMINUM CHANNEL <br />FRAME (BY OTHERS) -1 I 21/2" TRIM PL1/2 TO FIT <br />T18LAB- <br />�,� I - 100'-0" <br />__.__-__,_ -_, _ � <br />HSS12 EL <br />L2x2x1/4 <br />cn <br />PL3i$ <br />CLOSURE <br />L4x4x3/8 <br />(3) #3 TIE @ 2" �7 (12) #3 TIE @ 3" <br />_ _% ! L4x3 TOP OF _ ( 1 -- (4) #8 VERT. <br />#3 TIE ------- i 21/16" STAIR TREAD <br />NOTE: I I aHa312��) <br />FOR ADDITIONAL INFORMATION NOT_iA <br />EA. SIDE OF <br />SHOWN SEE SECTION C & D THIS SHEET. I i 114 HSS12 TO L4 <br />2" SCH 40 ALUMINUM DOOR FRAME <br />REMOVABLE GUARDRAIL (BY OTHERS) TOP MOUNTING -- STAIR AND HANDRAIL ) PL318 CAST IN, SEE <br />POSTS, GR 6061-T6; DETAIL 6IS507-16 <br />(BY OTHERS) <br />PLATE(BYOTHERS) 04--_.._.._.- .�._._ - �,, -- #3VERT.TIES <br />PL1/2"x6"x6" @ EACH POST TA I L <br />(LIkO.) --- _ - - --� I L <br />\,\ I SCALE: 3" =1'-0" S5� 10-16 <br />SLAB, SEE PLAN <br />TISLAB <br />EL 109-T -- _ <br />HSS3x0.188x5.1/2" W/ 1/4"x4" SQ <br />BASE PL., COAT INSIDE OF <br />I <br />SOCKET W1 EPDXY PAINT <br />I <br />j <br />CONTRACTOR TO PROVIDE CAP <br />1/2" RODS (OR #4 BARS) I <br />I <br />NS&FS SHOP WELDED TO <br />I <br />SOCKETS TO EPJSURC <br />CORRECT SOCKET SPACING GRIND TOP <br />- I SMOOTH tj <br />ISOLATED GUARDRAIL SOCKETS EQUAL LEG ANGLES UNEQUAL LEG ANGLES <br />ICAL REMOVABLE GUARDRAIL NOTE: THIS DETAIL TYPICALLY APPLIES AT INTERSECTING CORNER ANGLES,UN.O. <br />POST SOCKET DETAIL LE) TYPICAL C LISCALE: 3" = V-0" S533-1 SCALE: 3!-_1-0 S510-16 <br />Sym REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE <br />A PGT4 STRINGER TRIM AND DRILL - IFC W6946571 HG RLT 1124.20 <br />N <br />!, 31 /2' <br />6 3/4" VARIES <br />--- LOCATE PER FINAL <br />APPROVED FLOOR <br />DOOR SUBMITTAL <br />- ALUMINUM CHANNEL <br />FRAME (BY OTHERS) <br />(rn uo rnnrrinu ini ie <br />L4x3xl /2 <br />1/4N 2-4 <br />114 2 4 <br />in <br />T/SLAB <br />EL 100'-0" `r <br />(4) #4 HAIRPIN AROUND <br />VERT, TYP. 24" <br />F45VERT @ <br />10" O.C. <br />DRAIN PIPE <br />WHERE OCCURS <br />#8 @ 10" O.C. <br />5 2 c @10 <br />SECTION <br />_ SCALE: 3" =1'-0" 35510.16 <br />PL1/2 TO 2-6 <br />CONT L2x2xl/4 W/ l/2"0 x 5" HSS12 2 6 <br />HSA @ 18" O.C. RADIUS AS <br />NEEDED TO ALLOW CAST IN PL1/2 FIXED TRIM TO ALLOW <br />PIPE SLEEVE GUARD RAIL SOCKET -- --- , <br />1l2" STEEL COVER PLATE <br />W/ W6 STIFFENER BEAMS <br />- W6 - - - -� <br />r� <br />PL318"STIFFENER @ 12" '' <br />/J=--� 3116 <br />8510-16 3/16 <br />i <br />W6 HSS12 <br />6 7/16' <br />114' <br />-- - GAP <br />L4x3xll2 <br />PL3/8 STIFFENER <br />@ 12" O.C. <br />3 3/4' 1 /4" GAP <br />SECTION <br />SCALE: 3" =1' 0" 8510-16 <br />3 3/4' 0 PLt/2 <br />- - NOTCH TOP FLANGE TO <br />MATCH PL11/2 RADIUS <br />PL 1 1/2 <br />ji <br />" <br />911/16° ! W6 (TYP) <br />NOTE: SEE TYPICAL SUMP COVER LIFT INSERT DETAIL 5/5510-16 FOR <br />INFORMATION NOT SHOWN. PROVIDE 5/16" FILLETWELD AT PL1 114 TO PL1/2 <br />CTI <br />3 3/4"0 1/2' PIT COVER PLATE <br />-- -_ F <br />I � 3/4"-10 —� 'r <br />_ SCALE: 3 =1-0 S510-16 <br />- TH EAD H LE I HSS TO PL <br />_ IA �5 < 114 <br />CENTER ON <br />1 ! /4 5 HSS <br />1 %' I <br />_ 5/161/ <br />6"0 (OR SO) ! 3" 1 31/2' <br />71/2' <br />COVERSUMP LIFT 11"N'SERT PLUG'�°--------�--� <br />DETAIL DETAIL <br />SCALE: 6 =1-0 S5� SCALE, 3 =1-0 S5510 6 <br />DRAWN DATE t0 M ACCEPTABILITY R. PINLAC 06.24.20 SUBTITLE <br />WATHIS DESIGN AND/OR CHECKED PGT4 STRINGER TRIM AND DRILL - DETAILS <br />SPECIFICATION IS APPROVED R. PINLAC 11,24.20 <br />y ENGINEER TITLE <br />y " ® APPROVED BY DEPT. DATE A. BEHROOZI 11.24.20 PGT4 STRINGER TRIM AND DRILL <br />CHECKED A. WARNER 1124,20 BUILDING-tJ((�� <br />53436 w� APPROVED <br />58 <br />ISTER.THIRTYACRE 11.24.20 <br />AL � �PROVED <br />1/zazo20 R. THIRTYACRE 11,24.20 STRUCTURAL MASTER E <br />ONE PIECE PLUG MILLED FROM A36 STEEL, <br />INCL THREADED STUD <br />5/16"0 HOLES FOR 21/2" SPANNER WRENCH <br />STENCILED LETTERING BY BOEING EHS. <br />CONFIRM TEXT, FONT TYPE & SIZE, AND <br />COLORS (FONT & BACKGROUND) W/ <br />BOEING ENS. <br />NOTES: <br />BREAK SHARP EDGES ON PLUG AND HOLE IN <br />COVER PLATE <br />" PLUG SHALL FIT FLUSH WITH, OR SLIGHTLY <br />BELOW, TOP OF ADJACENT COVER PLATE <br />- 314"-10 THREADED STUD CENTERED <br />a <br />SECTION <br />SCALE: 3" = V-0" S510-16 <br />1 ------ I <br />W6 TO <br />PL1 1/l <br />ISSUED FOR <br />CONSTRUCTION <br />PROJECT NO: 0012630.11 <br />CURRENT REVISION SYMBOL DATE <br />W6946571 A 1114.20 <br />SHEETS51u^ <br />1 <br />m 1 <br />6 <br />JOB NO. COMP N0. <br />VV6946571 <br />. -- <br />VERETT, VVA DwG N040-058-S510.16 <br />