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REMOVABLE STEEL COVER PLATE 1
<br /> 3/4"PL FOR SPANS UP TO 23"; 1" [sEE:LANFORsLABFO •.
<br /> 1"PL FOR SPANS 24"to 42"; 4 _
<br /> / i rl\UJri i
<br /> 1'/"PL FOR SPANS 43"to 60" I T/SLAB TOP OF CONCRETE a"STIFFENER PLATES
<br /> • a 4 . ° °' ° ° ° `"-•• d • • • : -• , EL 100'4" w MAT FOUNDATION
<br /> • • (NS&FS) 20"O.C.
<br /> REMOVABLE STEEL COVER PLATE: Q ° ♦ 4 I • ° a' • , "°' • d ai o. �;_--- REINFORCING STEEL PER
<br /> •
<br /> • • • 9SECTIONS. ADJUST SPACING TO
<br /> 3/4"PL FOR SPANS UP TO 23"; e e A A . , ,
<br /> 1"PL FOR SPANS 24"to 42"; SEE PLAN FOR SLAB INFO • �"""�" ' •
<br /> l l l-III=III- WIDTH VARIES • 6 •4•• _ I I I111- ® --J`--- AVOID STIFFENER PLATES.
<br /> 1'/a"PL FOR SPANS 43'to 60" I I_I I II I Ill ° • . -I I I -'
<br /> T�I • '' ° • SEE PLAN III- 1/4 STIEEL BEAM PER PDE FLANGE LAN
<br /> SLAB ° r-. TYP.
<br /> a ° _ .: c • q ll______S.T/
<br /> I =. . •• �e 2"CLRE.F. /���1�
<br /> • a:'• : :• a•. • .°•.: a.. . .•e'.a • ' WIDTH VARIES _ ° '• e •• - • ° • . - ' '
<br /> / ° • ° b #4 HORZ BARS LQ 12"oc E.F. , tG `�FOR WATERPROOFING, " 8"
<br /> • SEE PLAN -i-� _ 4 d SEE ARCH DWGS(TYP) 2
<br /> 4 r' ,• • • #5 VERT BARS(g1T oc E.F. ° O 1/2 0 x HSA
<br /> i lI,�,I I II I I�I` ° 'p 2"CLR •
<br /> W . ' •° ; I.
<br /> =`I II I LEI v W 1e"O.C.
<br /> 2
<br /> d [....,
<br /> M. °' ° ( 0 o _
<br /> 1 ' .a• w Q e • ° UNISTRUT P-3200 WITH HOT DIPPED
<br /> p #5 BARS 12 O.C.(2 MIN) . a. SECTION AT STIFFENER PLATES
<br /> > e• •4 w " PREGALVANIZED FINISH.SPACING SHALL
<br /> #5 VERT BARS 12"O.C.(TYP) ;, • a •' ` WATERSTOP(TYP) •• Q ••• ' ° BE 5'-0"o.c.UNO.MOVE VERT REBARS TO
<br /> UNISTRUT P-3200 WITH HOT DIPPED _ > °, CLEAR UNISTRUTS WITH 2'MIN(TYP) C.
<br /> PREGALVANIZED FINISH.SPACING SHALL e' • 4 e • ••d - DOWELS TO MATCH VERT REINF '
<br /> BE 5'-0"o.c.UNO.MOVE VERT REBARS TO ° °' '° PROVIDE 7/8"0 HOLE W/3/4"NUT TACK ' i °•
<br /> CLEAR UNISTRUTS WITH 2"MIN(TYP) • • • • • 4 �J-4 a'• ;o . ,° d
<br /> a • ° WELDED TO UNDERSIDE OF TRENCH WATERSTOP(TYP) • :' d 61.I
<br /> ° ! TOP OF CONCRETE 3/8"0 VENT HOLES THROUGH TOP
<br /> #4 12'oc ,, ° - COVER PLATES,X4 LOCATIONS PER •I 2' I FLANGE tg 12"O.C.;ADJUST
<br /> COVER SEGMENT(3 FROM EDGES AND " d J ° MAT FOUNDATION I I SPACING TO AVOID STIFFENERS ROUGHEN SURFACE TO 1/4"AMPLITUDE `r
<br /> #4©12"oc CENTERED 1- ,T-111 ' 5"FROM ENDS-SIMILAR TO DETAIL :°
<br /> 4/5�448), FOR LIFTING RIGGING(BY (DO NOT ROUGHEN AT WATERSTOP,TYP) • a
<br /> w ® `� 2"CLR
<br /> �- U
<br /> DETAIL APPLIES TO TRENCHES 1'-0" SEE PLAN 1'-0" w e OWNER . ' J ." ;
<br /> LESS THAN 3'-6"DEEP. SEE PLAN T ' - iv 9 a :n ' • , e• • '4 a y•• . • DETAIL APPLIES TO TRENCHES REINFORCING STEEL
<br /> FOR TRENCH DEPTHS. :• ' • ' ' ' • • ° , • 9r ° • . DEEPER THAN 3'-6",BUT MAY .� PER SECTIONS
<br /> °° a ae 4 • ° -. ALSO BE USED IN SHALLOWER0/ � •,
<br /> SHALLOW TRENCH • • •.' • CO'.• 'd •• , ' ••• .• ••". . TRENCHES AT THE - — -® - — 0 — -
<br /> 2 Y2"H x 4"W SLOT THROUGH WEB FOR 11
<br /> _-- d °; = ° 9 CONTRACTOR'S OPTION. SEE REINFORCING STEEL AS REQUIRED.
<br /> _ PLAN FOR TRENCH DEPTHS. ,A�����„ NOTE:
<br /> v #5 BARS 12" I I II I I I I I I 1 COORDINATE TOP OF CONCRETE/
<br /> Z.) O.C.E.W.T&B I I �-I 1I-
<br /> (2)1/2"0 x 8"HSA I WIDE FLANGE EMBEDDED TOP OF STEEL ELEVATIONS WI
<br /> 1'-0" 10" SEE PLAN 10" 1'-0" 18"O.C. 1 STEEL BEAM PER PLAN PLANS AND SECTIONS.
<br /> DEEP TRENCH
<br /> — —
<br /> TYPICAL SECTION
<br /> TYPICAL TRENCH DETAILS DETAIL
<br /> r-is
<br /> S515 I;515-2 SCALE:1-1/2"= 1'-0" 2515-1 �515-2
<br /> •.
<br /> 2" 1/4 > 3 TYP
<br /> PL1/4"x2"x3"
<br /> — — — + — — — — — +
<br /> 1" 2 1/4" L2x2x1/4 W/1/2"0 x 5"LONG 1
<br /> -
<br /> HEADED STUDS©18"O.C. — — — /11 \„- -
<br /> — —
<br /> _ _
<br /> STUD WELD TO STEEL ANGLE
<br /> MAT FOUNDATION, STEEL TRENCH COVERMAT FOUNDATION,
<br /> SEE PLAN _ 1/4"GAP PLATE PER PLAN SEE PLANC GRIND TOP CGRIND TOPI ��� • • HSS3X3 OR HSS4x4 STEEL TUBE
<br /> . .
<br /> SMOOTH I I SMOOTH 1��\�\\\\\\\\\\\\\\\\\� I •
<br /> 4
<br /> 7 , d • ° 4 • \ L3x3x1/4 CONTINUOUS 1 ° 4 d .. 'd dd GRIND SMOOTH,
<br /> 3/1fi V 3/16 d STEEL EMBED ANGLE 1
<br /> / a 4 II TYP
<br /> 1/4 / 3 TYP
<br /> • • PROVIDE 3/16"0 HOLES(p 4'-0"O.C. • Aud
<br /> d ®1 FOR ATTACHMENT TO FORMS,
<br /> CONT STEEL BAR, CONTRACTOR VERIFY
<br /> HEIGHT TO MATCH .
<br /> PLATE THICKNESS •
<br /> 4 . PLAN VIEW OF CONDITION AT TRENCH CORNER NOTE:STEEL TRENCH
<br /> 4 1/2"0 x 5"LONG HEADED STUDS Q COVER PLATE NOT SHOWN
<br /> ----4----- —4— . •• z @ 18"O.C.STUD WELD TO 1 FOR CLARITY •`
<br /> STEEL ANGLE
<br /> CONTINUOUS STEEL BAR.SEE
<br /> DETAIL 3/S515-2 FOR
<br /> EQUAL LEG ANGLES UNEQUAL LEG ANGLES 1
<br /> 1 ADDITIONAL INFORMATION 1' 21/4" 3/16 2-12 TYP
<br /> MAT FOUNDATION, GRIND SMOOTH,
<br /> NOTE THIS DETAIL TYPICALLY APPLIES AT INTERSECTING CORNER ANGLES,U.N.O. SEE PLAN I I
<br /> TYP
<br /> TYP CC'RNER ANGLE SPLICES DETAIL 3 DETAIL 3"= 1'-0" 3�515 >�515-2 >�CALE:3"=1'-0" a515-1a515-2 51(-4—. k —
<br /> S�CALE:3"= 1'-0" 5-1S515-2 d • A. STEEL TUBE INTERMEDIATE
<br /> 4 d \ COVER PLATE SUPPORT OVER
<br /> • Li
<br /> TRENCH,PER PLANS FOR :,
<br /> 4 • Q LOCATIONS. USE HSS3X3X3/8
<br /> FOR SPANS<36";USE
<br /> — HSS4X4X3/8 FOR SPANS>=36"
<br /> 4 , BUT<=60"MAX
<br /> Al
<br /> 1/4 3 TYP
<br /> 4
<br /> 4
<br /> CONTINUOUS STEEL EMBED ANGLE AND
<br /> PROVIDE SUPPORT POST 6"FROM
<br /> STEEL BAR.SEE DETAIL 3/S515-2 FOR
<br /> EACH END OF BEAM AND AT 24" ADDITIONAL INFORMATION
<br /> O.C.MAX.
<br /> DETAIL (s
<br /> 3/8"DIA.COUNTER-SUNK 1/8' ' 1/4'GAP
<br /> MAT EDGE W/CORNER 34"STEEL TRENCH SECALE:3"=1'-0" 3�515 3�515-2
<br /> 5' ANGLE BEYOND COVER PLATES
<br /> SCREW�12"O.C. 1/2"CONT.PLATE !
<br /> I.\\\ \)\\\\\\\ ,\W\\\\\\\\\\\\\\\N\\\\'
<br /> 1/2'x 1-7/8"CONT BAR 1/2"x 1-7/8"CONT BAR
<br /> TRENCH BEYOND -
<br /> vi'l 1l4 /
<br /> SEE PLAN FOR • °' '; fir -- °.' a 4 14:482%�C2%�C1/4 BEAM
<br /> SLAB ON GRADE ° ° • : • ° • - ° BASE PL3/8"x3"x6%s"W/
<br /> ° °• 1 V"SiSCH 40 PIPE POSTS �'"' I (2)-1/2"X0 EPDXY
<br /> '•a° ° : • ° • . °� a . •et j d 1/4 ' 3-12. i IL-- I 1-1 ANCHORS(4"EMBED)
<br /> •�\ ..a a °e ° °• ° e ° d°
<br /> n �1'P' • ° m: = a° a. ° •
<br /> q •
<br /> a • ° d• • NOTE:
<br /> ° • 1/4'4 3-12 e . • - • ° '•• : 4 • d° e. ° • a FIELD COORDINATE BASE
<br /> ', 4 ° e• ' ' •• ' °. 4 ._o . .. a°. • PLATE ORIENTATION PRIOR
<br /> ~' a ° d a. ' ° •a e •
<br /> • .. ' ' ,d . • • • . 4 ', °e • TO WELDING POST TO BEAM
<br /> -1 I I I I 1 . •c. `1. d -
<br /> e,° ;a Q °d .
<br /> e• a ° . a '
<br /> •
<br /> °. ° MAT FOUNDATION d ° • • :e d
<br /> —III III II 4'• ° '° •° • 4
<br /> VIBRATION ISOLATION
<br /> JOINT MATERIAL 1' L3-1/2x3-1/24 CONT W/ ° ea • .° •• d•
<br /> ° a •
<br /> 1/2"DIA x 6"LG HSA 0
<br /> 0' 3" 6" 9• ' 1 '
<br /> Q N"- Bq� M
<br /> 12'O.c. o of WASyq�9 _ ,_ „
<br /> FOR REFERENCE ONLY 2<c 3 1 0
<br /> SECTION B DETAIL o' 6" 1 ' 2'
<br /> s
<br /> SCALE:1-1/2"=V-0" S�515 S�515-2 SCALE:1-1/2"=V-0" S�515-1 S�515-2 : - Z '� � `
<br /> •4 `�
<br /> FACILITY DESIGN BY HG DATE 07 , 09 , 19 �� ,
<br /> 1ooc28184 �.- 1 1 /2 = 1 —0
<br /> U
<br /> 'mess ONA L ��G��� 0' 6" 1 ' 2' 3' 4' I.
<br /> m C
<br /> David P. Balawajder
<br /> WA PE 28184 3/4 = 1 —0 «
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE c
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY AL
<br /> of wggH/ 03/22/16
<br /> 0 ISSUED FOR CONSTRUCTION AL AHM 02/09/16 P`` r"te THIS DESIGN AND/OR CHECKED ENLARGED TOOLING PLAN W2548317 2 03/22/16 c
<br /> y� oy SPECIFiCATION IS APPROVED AHM 03/22/16 SHEET r
<br /> 1 REVISION — RELEASE 37 (T1 L — IFC REV) AL AHM 02/23/16 : ® er�llaacIrrtCrs ENGINEER TITLE
<br /> ENGINEERS INC. APPROVED BY DEPT. DATE DPB 03/22/16 BOEING 777X CWC BUILDING �i 1 5_2 _
<br /> 2 REVISION — RELEASE 39 (PGL — IFC REV) KRW AHM 03/22/16 Nos,37 CHECKED �'
<br /> iiii
<br /> / BILDING 40—®58 K
<br /> �.��• /\� APPROVED JOB N0. COMP N0. a
<br /> 0
<br /> 4
<br /> 4 of AUtN°�`� APPROVED STRUCTURAL MASTER DWG No. — "
<br /> EVERL I I, WA 40 058—S515-2
<br />
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