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SLAB TO MATCH <br />THICKNESS AND <br />SLOPE OF EXISTING <br />12"-14" THICK SLAB ON GRADE -- � <br />EXISTING SLAB <br />ON GRADE <br />5 AT 6" <br />72 <br />—yam <br />#6 DOWELS AT 6" O.C. EMBED <br />6" MIN. IN EPDXY PER G.S.N. <br />ALTERNATE TOP AND BOTTOM I <br />12" CDF <br />OR CONCRETE <br />8" x 2'-9" x 3/8" THICK SS EMBED PLATE AT <br />8'-0" O.C. WITH (8) 1/2" DIA. x 4" LONG HEADED <br />STUDS SPACED 6" APART IN TRANSVERSE DIRECTION <br />TRENCH SECTION <br />SCALE: 1" = V-0" <br />8" THICK PRECAST CONCRETE TRENCH LIDS 8" MIN. EDGE NOTES: <br />WIDTH PER PLAN DISTANCE, TYP. 3/4" DIA. x 4" GALV. STRAIGHT COIL LOOP INSERT <br />SEE DETAIL 1/S523-1 FOR REINFORCEMENT EA. CORNER, (4) TOTAL, PROVIDE STOPS/CAPS 1• SEE 3, 4, AND 5/5523-1 <br />DAYTON SUPERIOR B16 OR APPROVED EQUIVALENT FOR TYPICAL CONCRETE <br />AT TRENCH REINFORCING DETAILS, <br />LID JOINTS -- C8x18.75 FRAME AROUND COVERS WITH 1/2" <br />DIA. x 4" LONG HEADED STUD AT 12" O.C. <br />S523-1 MITER AND WELD AT CORNERS <br />5 AT <br />99 6" O.C. <br />6 AT <br />6" O.C. <br />�-'CD <br />' � <br />T <br />CHEMICAL —RESISTANT <br />`Y <br />COATING PER G.S.N. <br />® <br />- <br />�_ <br />1 1/2 WIDE x 2 <br />COVE CORNERS FOR APPLICATION <br />�} <br />DEEP CONTINUOUS <br />OF PROTECTIVE COATING <br />;f <br />CONCRETE "GUTTER" <br />® ® <br />SLOPE2% <br />BLOCKOUT <br />0 <br />99 <br />1 1/2" <br />3" <br />EQ. <br />#6 AT 6" <br />O.C. <br />TYP. <br />P. <br />TYR. <br />19-0 <br />99 19-O89 38-0/9 1'-0 <br />" 1'-0" <br />NOTES: <br />L2x2x1/4" WITH 1/2" JOINT SEALANT WITH 1. SEE A/S523-1 FOR <br />DIA. x 4" LONG HEADED FOAM BACKING ROD ADDITIONAL INFORMATION, <br />STUDS AT 1 °-6" O.C. PER G.S.N. <br />0 <br />4 @ 6" O.C. <br />\ice ' #5 @ 6" O.C. <br />L3x3x'I /4" WITH 1/2" <1 2" x 1 /8" THICK ADHESIVE —BACK <br />DIA. x 4" LONG HEADED74 COMPRESSIBLE BUTYL GASKET <br />STUDS AT 1'-6" O.C. (MCMASTER—CARR PART # 8609K49 <br />OR APPROVED EQUIVALENT) <br />1/2" GAP 2 1/2" <br />TRENCH LID EDGE DETAIL <br />SCALE: 3" = 1'-0" <br />CONCRETE <br />STEM WALL <br />OR FOOTING <br />REINFORCING <br />PER PLANS <br />AND/OR DETAILS . <br />55�23r�-1 <br />CORNER BARS SAME SIZE & SPACING AS <br />HORIZ. REINFORCING LAP PER G.S.N. <br />AND DETAIL 3/S523-1 (24" MINIMUM) <br />TYPICAL CONCRETE <br />CORNER REINFORCING DETAIL <br />SCALE: N.T.S. <br />SYM REVISION <br />-- SITE PUMPED INDUSTRIAL WASTE <br />`'--CONCRETE <br />STEM WALL <br />OR FOOTING <br />�--- REINFORCING <br />PER PLANS <br />AND/OR DETAILS <br />5523 1 <br />BY APPROVED DATE SYM <br />20808468 SITTS BKL 03.20.20 <br />PL I /`" l A B I /n\ 9 ",A A 7nG 0n; TO <br />P <br />1 1/2" 1/2" <br />1 1/2" , TYR <br />EMBED ANGLE @ CORNER <br />TRENCH LID SUPPORT BEAM DETAIL <br />SCALE: N.T.S. <br />OS 13, OS 15 9 S523--1 <br />R PLAN AND DETAILS <br />/2x0'-8" LLV (CUT SHORT <br />3") W/ (4) 3/4" DIA. x <br />,DED STUDS <br />I <br />Co <br />TREINCH LID JOINT SECTION <br />SCALE: 3" — 1 ' —0" <br />NOTES: <br />1. SEE A/S5.23-1 FOR <br />ADDITIONAL INFORMATION. <br />m <br />1db (1" MINIMUM) <br />NOTES- <br />6 MIN <br />A. <br />TOP BARS ARE ANY <br />HORIZONTAL BARS PLACED <br />SO THAT MORE THAN 12" <br />CLASS °"B" LAP SPLICE LENGTH <br />OF FRESH CONCRETE IS <br />(IN INCHES) <br />CAST IN THE MEMBER <br />EAR CLEARANCE BAR OFFSET <br />BELOW THE REINFORCEMENT. <br />F'c=4,000 PSI <br />LAP PER TYPICAL <br />B. <br />UNLESS NOTED OTHERWISE, <br />SCHEDULE <br />REG <br />TOP <br />LAP SPLICES IN CONCRETE <br />BEAMS, SLABS, WALLS, AND <br />MAXIMUM 1/5 LAP <br />3 <br />20 <br />26 <br />FOOTINGS SHALL BE CLASS <br />_ <br />BUT NOT MORE <br />#4 <br />26 <br />34 <br />"B" TENSION LAP SPLICES. <br />THAN 6" <br />5 <br />32 <br />42 <br />C. <br />CONTACT STRUCTURAL <br />WIRE TIES <br />ENGINEER IF <br />#6 <br />38 <br />50 <br />CENTER —TO —CENTER <br />SPACING OF REINFORCEMENT <br />IS LESS THAN (3) BAR <br />SPLICE DETAIL <br />DIAMETERS (<3DB). <br />4db <br />(2 <br />1/2" <br />MINIMUM) <br />D. <br />LAP SPLICES BASED UPON <br />rak <br />60 KSI STEEL. <br />NSIDE BEND RADIUS: <br />/_u� 3 TO 8 BARS = 3db <br />BEND AND HOOK DETAILS <br />TYPICAL CONCRETE EINFORCIRIG BAR <br />DETAIL AND LAP SPLICE SCHEDULE <br />WIN-wmm <br />ACCEPTABILITY <br />J. Kornlo <br />®� WA <br />0 <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />NECKED <br />E. Fletcher <br />ENGINEER <br />E. Fletcher <br />APPROVED BY <br />DEPT, <br />DATE <br />_ � A <br />I <br />C•I-9EOKED <br />B. Leslie <br />\TE SUBTITLE <br />10.01.19 <br />m <br />TITLE <br />10.01.19 <br />10.01,19 <br />STRUCTURAL <br />DOWELS EMBEDDED 6" IN EPDXY PER G.S.N. TO <br />MATCH SIZE AND SPACING OF AND LAP SPLICE <br />WITH TRENCH WALL AND SLAB REINFORCEMENT — <br />ALTERNATE TOP AND BOTTOM AND EACH FACE JOINT SEALANT WITH <br />SCAN WALL TO LOCATE DOWELS TO AVOID FOAM BACKING ROD <br />CUTTING REINFORCEMENT— PER G.S.N. <br />IL <br />TRENCH LIDS <br />--------` -- - -- -- /�—' TRENCH WALL <br />EXISTING BASEMENT SLAB TRENCHREINFORCEMENT <br />NOT SHOWN <br />FOR CLARITY <br />EXISTING BASEMENT WALL i <br />I <br />TRENCH SLAB <br />ram— HYDROPHILIC iNATERSTOP <br />PER G.S.N. TYP. AT ALL <br />390 CONCRETE INTERFACES <br />FIELD VERIFY WITH EXISTING STRUCTURE <br />TREINICH AT EXISTING BASEIM'EN'T <br />WALL INTERFACE SECTION � <br />SCALE: 3" = V-0" OS13 S523-1 <br />44'-0" AT EA. LAYER OF <br />REINF. TYP. EA. CORir'"� <br />PROVIDE 4 1'—k <br />AT EA LAYER OF <br />REINFORCING SET 2" <br />1/2 REINF. TERMINATED A <br />OPENING. (2) BAR MINIMU <br />EACH SIDE, 2" CL FROM <br />OPENING <br />HOOK BARS IF EXTENSION <br />PAST OPENING IS NOT <br />nncrinm c <br />WALL OR SLAB REINF. <br />TERMINATED AT OPENING <br />WALL OR SLAB REINF." <br />TERMINATED AT OPENING <br />TYPICAL REINF. AROUND OPENI G DETAIL 4 <br />SCALE: N.T.S. S523-1 <br />�SSUED FOR CONSTRUCTION <br />MARCH 20, 2020 <br />CURRENT REVISION SYMBOL DATE <br />20808468 — ® 03,20.20 <br />SHEET S523-1 <br />JOB N0. � COMP NO.20808468 <br />EVERETT, WA DEG No. 45-001—S523-1 <br />