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6-6 <br /> 46 @ 17OC DOWELS SET SAVJCUT a REMOVE <br /> 4' 6 MIN INTO(E)CONCRETE EXISTING SLAB AT <br /> I-(Y-#5 STEEL LID. W/EPDXY TYP TRENCH <br /> EXISTINGSLAB @17 OC SE/45 <br /> ; L BUSTING <br /> (• —T . TRENCH IWOR <br /> b <br /> J'1 •■ L •' COVER <br /> „A„ <br /> ,r LL 1- <br /> 6 a EA sox d722°T.'a' ARMOR PLi2x12xCONT.ATTACHED TO FACE - <br /> +' OFSAWCUT SURFACE OF SLAB <br /> 1/6 41? ����'O <br /> 5261 5281 •.�. WI(2)ROWS OF HILTIKWIK BOLT 3-114'DIAx3' <br /> CONDUIT <br /> ROUGHENED SURFACE COUNTERSUNK WEDGE ANCHORS @ i7 O.C., --- OPENINGS <br /> CORE NG AQ'E <br /> PL12'W13,8'0 x 3'LONG • <br /> (PIPE <br /> 2 7M' TO MIN 1/4'AMPLITUDE 6 APART AND STAGGERED AS S REO'D <br /> HEADED STUD @ 16'OC PLt 12k4' (TYP EXCEPT @ WATER STOP) \ <br /> TOP OF CONC STL PL `EXISTING UTILIDOR WALL <br /> /V A 45@ 12OCEW,EF •/� /�/' ''i ■46 x,'E'@770C.DOWELS <br /> 5/16, �$ , ? • U -- <br /> 5/16, %I <br /> '% WATERSTOP(iYP) • #5 @ 17 OC,TV - AT TRENCH BASE.SLAB AND <br /> ��� ' I - WALLS,PETIN EMHILTIDIT <br /> \ ��' kIY200 EPDXY EMBED6 <br /> 3/16,2ee12 :, ■pL BEYONDL. <br /> 3/16 2�12 ;1 _ .. <br /> / 1 <br /> 1 <br /> L5x3X5/16 LLH - I tivI <br /> W11t2'O x 6 LONG HEADED I <br /> STUD@ 170E <br /> DETAIL e281 <br /> SECTION SECTION$fA1F 6=r4r srd F. 1.=r-0' I s2e7 SCALE: 1n•=1.4r 1s►�zTjs-ze1 <br /> _ PER PLAN <br /> 6-0'MAX <br /> alk r 1 <br /> d. <br /> 0 <br /> 7-117x4'STL PL TYP <br /> it <br /> -r 4 T1. <br /> 2-1 Mg'STL PL L` <br /> 2-1nk4•ST1PL 2-1n1v7SILK■ <br /> 1'DIA THREADED HOLE 6 S' SR PL BEYOND <br /> FOR LIFTING WITH 6 r 1'DIA THREADED 6 ■STL PL BEYOND <br /> THREADED PLUGS.TYP <br /> HOLE FOR LIFTING <br /> V1 - _ , -—- -o _ - _ -— WITH THRFADFD <br /> >•. M PLUGS,TYP \ <br /> AI <br /> mar 5/16, E / <br /> 12' 1/2' 5/16, 5281 <br /> AU <br /> PLt VP II le PL11/4" 21 5/16 TYP Ak <br /> 5/16 <br /> %%%/l�1%/////`� ■ - <br /> :I T--- L <br /> hY <br /> © 5/16,2-6 / rJj mi:irSH6,2-6 a TYP <br /> 5/6,2-6 TYP <br /> 5/16'2£ <br /> PL 2125,4' lir BEVEL TYP Milr <br /> 1/6 BEVEL.TYP 0 1' 7 4' <br /> SECTION REMOVABLE STEEL COVER DETAIL REMOVABLE STEEL COVER DETAIL `�"F '�='� _ <br /> SCALE. 3'=1'-6 1 S-281 SCALE: 11/7=1'-0• IS 27 S281 SCALE I1n'.P-O. ►�J,, o r <br /> 1s z7 szel <br /> SCALE 1'=I'4I' <br /> 0 1/7 1' I1/7 7 <br /> SCALE.it?=1•0' <br /> 0 3' 6' 6 17 <br /> IaTim <br /> SCALE.3'=1'-6 <br /> BRPH <br /> www.I.Ph.wm CapyriahtE 2023 <br /> 2 Architects,Engineers,Constructors <br /> Lyinvota wag,.sews 425-5213500 E ,NoMP <br /> SIN REVISION BY APPROVED DATE BOP REVISION BY APPROVED DATE LEE•p cwmENTDE.lsi-:. Mea <br /> -wgyq� , G�I`7,Pa' ED �03i BDBTR� CONCRETE DETAILS - DATE 03/02/23 <br /> 0 ISSUE FOR CONTRUCTION /4/B BLS 03R2t23 i�`F �• <br /> �,( c t •* SPECIFICATION IS APPROVED A O�R3 SNP <br /> 1 6 BOL,Af e . i APPROVmar i DE. DATE BLS "/ q'wy23 ME <br /> 40-27 SIDE OF BODY ACCESS STANDS S-28I <br /> �`/�/J�j� aEcla:o J (� <br /> C�mll90llAPPROVED BUILDING 40 027 <br /> �91a-'LRe1.6T° EVE-22-30287 COMP. <br /> AL APP'°JE0 owe xo <br /> STRUCTURAL MASTER EVERETT,WA _ 40-027-S-281 <br /> 02/030073 <br /> EXPIRES 01/24/2024 <br />