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WRAP TOP 5" IN MASTIC TAPE TO <br />PREVENT BOND WITH CONCRETE TO <br />PROMOTE DUCTILE ANCHOR BEHAVIOR <br />PER ACI 316 AND ASCE 7, TYP. <br />CHEMICAL -RESISTANT <br />COATING PER G.S.N. <br />#6 0 10" O.C. E.W. <br />�I <br />PAVEMENT PER CIVIL _ <br />1/2" EXPANSION <br />JOINT FILLER <br />WITH SEALANT <br />TANK FOUNDATION SECT ION <br />5/6" DIA. GALVANIZED <br />ANCHORS EMBEDDED IN <br />ADHESIVE PER G.S.N. <br />(2) AT EA. END OF SADDLE <br />(6) TOTAL AT TANK <br />#6 AT 10" O.C. E.W. <br />PIPING PER MECHANICAL I " SEAL WELD <br />PROVIDE U-BOLTS AT GUIDE MAX. 3/16 <br />L LOCATIONS ONLY AS SHOWN <br />o ON MECHANICAL PLANS <br />I <br />I L3x3x1/4 PIPE SUPPORT <br />COORDINATE SUPPORT 1 <br />CD LOCATIONS WITH MECHANICAL I I <br />Tl'P• 3/16 I ---POST PER PLAN WITH <br />1 /4" CAP PLATE <br />w <br />4 I <br />I <br />1 1/2" I 1"x15"x15" <br />I TYP. 1 BASE PLATE <br />Lu <br />EXISTING PILE CAPLu <br />I I <br />I <br />1 40-51 BU <br />v FINISH FLC <br />CD <br />� I <br />Q <br />I <br />(4) 3/4" DIA. GALVANIZED <br />i <br />® ANCHORS EMBEDDED 12" <br />v IN ADHESIVE PER G.S.N. <br />I <br />CD <br />'t <br />ZD <br />PIPE SUPPORI POSI DETAIL <br />SCALE: N.T.S. <br />CD <br />TRENCH BASE SLAB <br />REINFORCEMENT <br />�w <br />TRENCH BASE SLAB <br />REINFORCEMENT <br />REINFORCEMENT TO MATCH <br />SIZE AND SPACING OF TRENCH <br />BASE REINFORCEMENT <br />LAP SPLICE WITH <br />LONGITUDINAL REINFORCEMENT <br />T IN UPPER AND LOWER SLABS <br />TRENCH BASE STEP DETAIL <br />S304-2 S304-4 SCALE: N.T.S. <br />4 1db (1" MINIMUM) <br />6 MIN. <br />BAR CLEARANCE BAR OFFSET <br />LAP PER TYPICAL <br />SCHEDULE <br />MAXIMUM 1 /5 LAP <br />uJ <br />BUT NOT MORE <br />THAN 6" <br />WIRE TIES <br />SPLICE DETAIL <br />NOTES: <br />1. FACE OF WALL, TOP OF WALL, <br />i COLUMN, ETC. <br />NOTES: <br />I <br />A. PROVIDE ANCHORS, ADHESIVE <br />RODS AND EXPANSION BOLTS <br />I <br />BOLT <br />ANCHOR ROD <br />ADHESIVE ROD <br />EXPANSION BOLT <br />DIAMETER <br />EMBEDMENT <br />EMBEDMENT <br />EMBEDMENT <br />LENGTH <br />LENGTH <br />LENGTH <br />1 /2„ <br />4„ <br />3» <br />4" <br />— 5/6" <br />6" <br />3 3/4° <br />5 <br />3/i, <br />7" <br />4 1/2" <br />6" <br />7 /R" <br />A 1 /7" <br />rll?Ir_ <br />w II w II <br />II => II LLJ <br />ZD co II m II <br />U <br />ANCHOR ROD ADHESIVE ROD EXPANSION BOLT <br />z <br />PER THIS SCHEDULE UNLESS <br />NOTED ON THE PLANS OR <br />DETAILS. <br />B. EXPANSION BOLTS SHALL HAVE <br />I,C.C. REPORT FOR SAME <br />INSTALLATION. <br />C. THICKNESS OF DRYPACK DOES <br />NOT APPLY TOWARD EMBEDMENT. <br />D. ANCHORS SHALL BE PLACED IN <br />CONCRETE, f'c=3,000 MINIMUM <br />�ITYPICAL ANCHOR ROD, ADHESIVE ROD, <br />AND EXPANSION BOLT SCHEDULE <br />0 SCALE: N.T.S. S304-1, S304®2 5304-4 <br />I <br />V) <br />SYM REVISION BY APPROVED DATE SYM <br />ORIG PIW UPGRADES ADDENDUM A 20808468 SITTS BKL 01.25.21 <br />i <br />ry <br />c� <br />r <br />i <br />tom` <br />CLASS "B" LAP SPLICE LENGTH <br />(IN INCHES) <br />F'c=4,500 PSI <br />REG <br />TOP <br />#3 <br />16 <br />24 <br />#4 <br />24 <br />32 <br />#5 <br />30 <br />38 <br />#6 <br />36 <br />46 <br />4db (2 1/2" <br />MINIMUM) <br />Tr <br />�db � <br />S304-1 S304-4 <br />NOTES: <br />A. TOP BARS ARE ANY <br />HORIZONTAL BARS PLACED <br />SO THAT MORE THAN 12" <br />OF FRESH CONCRETE IS <br />CAST IN THE MEMBER <br />BELOW THE REINFORCEMENT, <br />B. UNLESS NOTED OTHERWISE, <br />LAP SPLICES IN CONCRETE <br />BEAMS, SLABS, WALLS, AND <br />FOOTINGS SHALL BE CLASS <br />"B" TENSION LAP SPLICES. <br />C. CONTACT STRUCTURAL <br />ENGINEER IF <br />CENTER -TO -CENTER <br />SPACING OF REINFORCEMENT <br />IS LESS THAN (3) BAR <br />DIAMETERS (<3DB). <br />D. LAP SPLICES BASED UPON <br />60 KSI STEEL. <br />INSIDE BEND RADIUS: <br />12db #3 TO #6 BARS 3db <br />BEND AND HOOK DETAILS <br />TYPICAL CONCREIE REINFORCING BAR <br />DETAIL AND LAP SPLICE SCHEDULE <br />SCALE: N.T.S. <br />(2) #4 x 4'-0" TOP AND BOTTOM <br />RE-ENTRANT SLAB CORNER <br />ADJACENT EXISTING SLAB <br />TYPICAL RE-ENTRANT <br />CORNER REINFORCING DETAIL <br />SCALE: N.T.S. <br />REVISION <br />S304-1, S304-2 (S304-4 <br />1 <br />TYPICAL BOLLARD DETAIL <br />SCALE: N.T.S. <br />#4x4'-O" AT EA. LAYER OF <br />REINF. TYP. EA. CORN ­ <br />PROVIDE <br />PROVIDE #4 1'-E <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 />AL STEEL <br />4" DIA. SCH. 40 PIPE - APPLY <br />PRIMER (1 COAT) AND PAINT SAFETY <br />YELLOW (2 COATS) ALKYD ENAMEL <br />PLATE 1/2"x9" SQ. WITH <br />(4) 3/4" EXPANSION BOLTS PER <br />G.S.N. EMBED 4 3/4" MIN. <br />PAVEMENT PER CIVIL <br />HOOK BARS IF EXTENSION <br />PAST OPENING IS NOT <br />nncci®i t- <br />S304- <br />2 S304-4 <br />WALL OR SLAB REINF. <br />TERMINATED AT OPENING <br />MAXIMUM OPENING <br />DIAMETER 14' <br />WALL OR SLAB REINF., <br />TERMINATED AT OPENING - <br />TYPICAL REINF, AROUND OPENING DETAIL <br />PIPING PER MECHANICAL — <br />PROVIDE U-BOLTS AT GUIDE <br />LOCATIONS ONLY AS SHOWN <br />ON MECHANICAL PLANS <br />(3) L3x3x1/4 PIPE SUPPORTS <br />COORDINATE SUPPORT <br />LOCATIONS WITH MECHANICAL- <br />TYP <br />> <br />PAVEMENT PER CIVIL <br />1 3/16 - SEAL WELD <br />AA4Y <br />00 <br />Lnw <br />CD <br />0 <br />I <br />! - I <br />! I 00 `0 <br />I I � L; <br />®c <br />`-� POST PER PLAN WITH <br />1 /4" CAP PLATE <br />40-51 BUILDING <br />FINISH FLOOR <br />jl Ij <br />II '0 <br />I! � <br />ij V _---CONCRETE CAISSON <br />I1 11 <br />I1 11 <br />II I1 <br />.� Ij <br />I _.� <br />V-6" <br />DIA, <br />PIPE SUPPORT POST DETAIL <br />SCALE: N.T.S. <br />" ARS SAME SIZE AND SPACING <br />REINFORCING LAP PER CSN <br />L 1/S304-4 (24" <br />CONCRETE FOOTIN <br />STEM OR WALL <br />REINFORCING PER <br />SECTIONS, AND DI <br />INTERSECTION <br />TYPICAL CONCRETE <br />CORNER REINFORCING DETAIL <br />SCALE: N.T.S. S304-1, 5304 2 5304-4 SCALE: N.T.S. <br />9"x9"x1/2" BASE PLATE WITH (4) 3/4" <br />DIAMETER GALVANIZED ANCHORS PER G.S.N. <br />PAVEMENT PER CIVIL EMBED 6" IN ADHESIVE PER G.S.N. <br />`14 3/ 16 <br />0 <br />POST PER PLAN <br />1 1/2" 621 1 1/2" <br />STAIR POST BASE DETAIL 6 <br />SCALE: 3" 1'-0" S304 2 S304-4 <br />ACCEPTABILITY J. Kamlo <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED E. Fletcher <br />ENGINEER <br />APPROVED BY DEPT.7 DATE E. Fletcher <br />CHECKED <br />® B. Leslie <br />DCN-J� <br />�14'F21L30, 20`L1 <br />e <br />S304-2 5304-4 <br />1 <br />CONCRETE FOOTING, <br />STEM OR WALL <br />REINFORCING PER PLANS, <br />SECTIONS, AND DETAILS <br />. . <br />"tts h"11 <br />S1 & I <br />. <br />. . . . . <br />CIVIL I <br />STRUCTURAL I SURVEY <br />4815 CENTER STREET I 1 TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474-0153 <br />http://"rm.sittshill.com/ <br />Project No.: <br />17659 <br />Project Mgr.: BKL <br />Proj. Engineer: <br />SDS <br />Proj. Drafter: JDK <br />