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PLIJ2x4. SEE 3510-10 AND
<br />S-510-11 FOR LOCATIOINI
<br />4"x4'x CONBAR (x2) VV/
<br />COUNTERSUNK ANCHOR RODS,
<br />SET ll,)WABOVETiCOI`ICRETE
<br />BARS ,rg) IWOC, (OPPOSITE SIDE
<br />SE'dILAR) 1PR 1 li? CLEAR
<br />3/4'CHA,MFER,TYP.
<br />I 1/2'CLEAR UNDER 4"x4' BARS —
<br />48, 06 REBAR, INSTALL CROSS
<br />, 2 IARS t) E--ACHTH READ ED ROD.
<br />TACK VIJELD PARS TO EACH OTHER
<br />PL31,1,,6x3
<br />VOx'I'A'LONG THREADED ROD
<br />MICI-110'R\S @D 11-7 11/16' O.C. —
<br />4" 3'-4 1/8' 4'
<br />(6)13 BARS COfITCD,
<br />1/4
<br />TOP OF WALL
<br />1,14 7-A
<br />y 'TOP Of- STEEL
<br />EF �
<br />ot) 0� tl) *5 401 OP OF C%ICREPTE
<br />z -]
<br />NOTES
<br />1. SEE DETAIL 10507-9 FOR 4"x4"BAR SPLICE
<br />2. 4',x4` BARS SHALL BE INSTALLED TO 1/41' FLATNESS TOLE RIANCE
<br />3. 4"x4' BAR CENTERLINES, SHALL BE LOCATED ±1 /8' IN 10 F T, AIND -+I/;," OVER FULL I-ENGTI'll, FROM( SPECIFIED
<br />CENTERLINE: POSITIa'
<br />Al,
<br />lg4l!
<br />CONTINUOUS STEEL PAR. 211EE
<br />`07 -<�Tll YP'
<br />DETAILS 6 & 8 ON 8 -10 FOR 3116 2 19
<br />ADDITIO11ALINFORMATION --- ----
<br />i 'VIAT FOUNDATION, R r
<br />r I " )
<br />xxJl \,SNl0O-TlK P(P
<br />-Fl
<br />7-
<br />.... . ..... ... .
<br />STEEL TUBE INTERMEDIATE
<br />COVER PLATE SUP!ORll(YJFR
<br />TRENCH, PER PLANS FOR
<br />E HS3" X318
<br />LOCATIONG'. US �3j 1\3
<br />FOR SPkIS'< 361" USE _4 H'34M'31/8 FOR SPANS >=36"
<br />BUT <-: 60 MAX
<br />4.
<br />< --!/-4-� 3 PYp
<br />CONTINUOUS STEEL EMBED ANGLE AND STEEL PAR. SEE
<br />DETAILS 6 & 8 ON 3507-10 FORADDIT!ONAL INFORMATI91
<br />6 76'
<br />FL Tom"ald (E)
<br />FLAT;-' THICKNESS
<br />(L) L3x3
<br />-77 -7777,
<br />SCALE: Y=V-,0"
<br />CUT(E)PLALONO CENTER
<br />OF I-ISS5, AND TRIM AROUND
<br />'AfELDED PLATE
<br />99
<br />PL3/6 STIFF, NCR(4 LOCA
<br />COORDINATE LOCATION
<br />DAQT1 fit')NI DIM I BASEDI
<br />III
<br />PLI/Wx2"0�1
<br />ff,; & v V. \,,
<br />SIDES OF SUMP PI
<br />cl nEl-All SCAL AL E: I
<br />Z
<br />7-- Al P
<br /><T
<br />1-13�03 OR H 'S.S4x4
<br />STEEL TUBE
<br />/GRIND
<br />'lifillOOTH, TYP
<br />vp
<br />v NOTE: STEEL HI 11
<br />PLAN VIEW Oiv CONDI rION AT T RENCH CORNER RIT PLATE NOT SHOWN' FOR CLA-,y
<br />62 9:1
<br />3151 OM 11, 18-1510-118
<br />sym BY APPROVED DATF -,mmlii
<br />A FPG-T-4,STRINGER TPINIAND DRILL - JFC 'ffi946671 HG RLT 11 2,�20
<br />NOTE
<br />lid LIEU OF HAIRPINS, If) BAR3lN/8TD 90-
<br />HOOKS MAY BE USED, Cg) 18" O.C. EACH U',IAY
<br />L2x2xl/,' HD(j'v`V 1/2" OADHES"IVE
<br />ANCHOR W / 4 1 /227 &MI BEE D IN'll E N T @)
<br />18'O.C. (2 I.lIN)
<br />7'x4'x 7 718"LONG SOLID STEEL
<br />BLO(,K AT WIDE FLANGE STEEL
<br />BIS[4,11, (1) SIDE, LOCATE PER PLANS
<br />TOP OF CONCRETE
<br />T�
<br />(2) O CONTINUOUS
<br />EACH SIDE \
<br />OF BLOCK/ 1/4
<br />(2) lt? Ox\ 6" HSA R 18"O.C,
<br />ter..
<br />6
<br />SECTION AT STEEL CLOCKS
<br />314,1 CHAMFER
<br />I, CONTINUOUS
<br />'AIDE FLANGE' EMB E D D E 0
<br />STEEL BEAM PER PLAN
<br />#400" U-BAR L 10" 0.0
<br />*3 WALL REI NIFORCENIENT BEYOND
<br />TEWvIINATE 21 BELOW W8
<br />3/4' CHANIFER 3, 'TOP 3i8`0 VENT HOLES THROUG. i
<br />F JA N G E @Q) 12:' 0. C.: A D J U3T S PA Cl N G
<br />TOP OF CONCRETE TO AVOID STEEL BLOCKS
<br />TL-987-1 4
<br />#8 CONTINUOUS
<br />WIDEFLAiNG'EEMBEDDED
<br />S T EEL BE 'AN4 PER PLAN
<br />4
<br />(2)43 CONTINUOUS . �l !=
<br />I -7�1 , fiTx1v U-DmrR � 10 V.,,
<br />T
<br />W
<br />DRILL 4' 0 HOLE THROUG31-1 �AVJALL REIORCEN21TBEYOND
<br />NF
<br />WEB FOR REINFORCING TERMINATE 2' BELOW W3
<br />3TEELASREQUI4ED
<br />NOTE: COORDINATETOPOF
<br />CONCRETIOTOP OF STEEL
<br />TYPICAL SECTION
<br />D E-A I I - 1\
<br />L r3
<br />I
<br />S C A LF: 1 1l2"::I'-0` s5lo-111) I -!glo-m
<br />2 1/4'
<br />1/4" CAP I
<br />MAT FOUNDATION, 112'CR 3g,'STEr EL TRENCH
<br />SEEPLA,N COVER PLATE PER PLAN
<br /><j
<br />( 30' NT 8 TEE L BAR, HEIGHT TO
<br />IMATCHPLAT E]HICKNIE8S -3.x3x1/4 CONTINUOUS SIEEIL
<br />EMBED ANGLE
<br />PROVIDE 3/16 0 HOLES 4'4'O.C.
<br />FOR AT fACHIMENT TO FORIMIS,
<br />CONTRACTORVEIRIFY
<br />e'j
<br />1/Z'O x YLONG HEADED STUDS (@_ 18
<br />O.C. STUD WELD TO STEEL ANIGILE
<br />D r rj\1
<br />rD
<br />"CALE: Y::11�01U
<br />0-i 8
<br />11/2" CONTSTEE l BAR, fjIAT I TYP
<br />r� I (11H 2 1/4' 1119" 1 2 1/4' 3il 6 2-12
<br />3CHD 40 STAINLESS STEEL PIPE, CUT IN
<br />COVER PLTHICKNESS)
<br />HALF ALONG LENGTH, EXTEND PIPE 1/2''
<br />OVER LOhER PIPE. TRENCH COVER PLAT E. USE SANIIETHICKNESO
<br />, E 3E, 'N" 63PANI ON BOTH SIDESvV) 01 ON LONGER
<br />T1 PL 4TP
<br />4�1 r L
<br />FIL 100'
<br />777777-
<br />3/16
<br />7, 7, 7,11,4,
<br />X MEL, STEEL -1 i41r
<br />114" PLAT E CLOSURE EACI I SID E,
<br />jP-RIFY T/GTEEL ELEVAIFION
<br />—T 1AJ'ELDED TO TOP OF LO,YVER PIPE.
<br />'All COVER PLATE THICKNPS,'
<br />HSS2%21/"XI/4 POSTS AT 35" O.C. 3
<br />>
<br />) MAX, SEE PLAN. PRVIDE 1/4*
<br />O
<br />IM'END PLATE CAP PLATE @9 BOTTOM OF
<br />4
<br />8"SCHD400"T INLESSESTEE! PIPE,
<br />CUT IN HALF ALONG LENGTH. 14 NOTE: STEEL PIPE AND CLOSURE PLATES SHALL BE TYPE316
<br />-- --------
<br />TAINLISS STEEL ALL WEI-11 SHALL COMPLY V'l/ AvJI 11,11,, NO < WDEEPx 5'0 POCKET !I,! TREN'CH •PLOORFOR
<br />COMPATIBLE FILLER MATERIAL.
<br />i 2Y2"x2112' POSTS. FILL VV'/ 6000 PSI (�tltll) NON -SHRINK
<br />GROUT (EUCLID NS GROUT OR EQUAL) ONCE
<br />POST3 ARE SETTO CORRECT LC) CATION.
<br /><i
<br />r k�T
<br />A IL L I A
<br />3 G A L IE: 3'1=11,011
<br />35110-18 SCALE;
<br />(l`,,AX T Y P)
<br />T/ MAT
<br />4
<br />A 4 2ND POUR
<br />iii 45 HAIRPINS to), 18' 14
<br />0. C_AC" iN,Aly
<br />4
<br />< ROUGHEN,3URFACE
<br />a
<br />TO 1/4'ANIPLITUIDE
<br />-t j
<br />r4
<br />L VARIES
<br />FIRST POUR
<br />A
<br />B I Y I APPROVED I DATE
<br />r)
<br />M A F T A I L SCALE: 318`=1'4' 3510-18
<br />@
<br />f fAm" fiw` .,�,pvgmg.71 l'
<br />d wv
<br />o Ad
<br />�h
<br />`W
<br />Vic
<br />Via
<br />'
<br />" i
<br />61 Z vrl
<br />2M
<br />A
<br />R
<br />A 44AIPQINIQ (7) lAl 0 f' VACIP Ld IMIN
<br />/A(,'GE:'PTABlLITY
<br />R. PINLAC
<br />I HIS DFSIGN AND/OR
<br />SPECIFIC -ATION IS APPRUVEED
<br />R. PINLAC
<br />APPROVED BY T DATE
<br />PNUNEER
<br />A. BEHRCOZI
<br />A. YlARNER
<br />APPROVED
<br />TFIRTYPICR'
<br />—iR.
<br />lTP—PR0VE1T----
<br />R, THIRTYACRE
<br />v Ulm
<br />SCALE: 3/6'4-0` S510-18
<br />F SUBTITLEE
<br />05.20,20 NA PGT4 STRH "G'R MAO DRILL — DETAILS
<br />11,24.20
<br />11.24.20 TITLE PGT4 STRINGER TRIM AND DRILL
<br />11.24.20 N O'�' `�' 0
<br />IZX)
<br />'u!
<br />J
<br />11,24.20
<br />11.24.20 )TRUCTURAL IMIAS-1 FR
<br />V S' U IKE D
<br />C 0 INV` T R U Cl 10 N
<br />mv cs VOC4
<br />PFROJEC"T NO: 0012630.11
<br />SYMBOL 'DATF
<br />11.24,20
<br />Si EET
<br />A
<br />COMP NO,
<br />EVERETT, ?4A 40-011;8-3510-18
<br />
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