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TABLE I I <br />5.3 <br />' Q f ,VERIFICATION <br />�' R I r I � € t AND <br />� INSPECTION � � CONCRETE <br />I rs� CONSTRUCTION, <br />t � <br />Y <br />N <br />1 <br />cv <br />LLJ <br />g <br />Ls.l <br />IV) <br />I <br />Ld <br />LJ <br />c3 <br />0 <br />I <br />i <br />I <br />LO <br />CD <br />c) <br />i <br />c, <br />Of <br />v <br />i <br />I <br />i <br />cn <br />LLJ <br />LLJ <br />I <br />c.� <br />0 <br />I <br />Q <br />V) <br />UJ <br />c� <br />0- <br />0- <br />CD <br />i <br />t) <br />I— <br />rD <br />L�J <br />i <br />d <br />2f <br />I <br />v� <br />cD <br />LO <br />r� <br />CL <br />i <br />(n <br />O <br />O z <br />co <br />co <br />Ci <br />zrK <br />W LdJ <br />w <br />Cn <br />Lu � <br />® <br />to <br />CD <br />Le <br />w <br />1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING <br />ACI 318: CH 20, 25.2, 25.3, <br />YES <br />TENDONS, AND VERIFY PLACEMENT. <br />®® <br />X <br />1908.4 <br />26.6.1-26.6.3 <br />m <br />110 <br />2. REINFORCING BAR WELDING: <br />A. VERIFY WELDABILITY OF REINFORCING BARS OTHER <br />THAN ASTM A706: <br />-- I X <br />B. INSPECT SINGLE —PASS FILET WELDS, MAXIMUM 5/16" 1 -- ! X <br />C. INSPECT OTHER WELDS, <br />YES 13. INSPECT ANCHORS CAST IN CONCRETE. <br />YES <br />YES <br />4. INSPECT ANCHORS POST —INSTALLED IN HARDENED <br />CONCRETE MEMBERS <br />AWS D1.4 <br />ACI 318: <br />i <br />-- I X I ACI 318: 17.8.2 <br />A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR <br />UPWARD INCLINED ORIENTATIONS TO RESIST SUSTAINED J X -- ACI 318: 17.8.2.4 <br />TENSION LOADS. <br />B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT <br />DEFINED IN 4.A. <br />YES 15. VERIFYING USE OF REQUIRED DESIGN MIX <br />--I X IACI 318: 17.8.2 <br />-- I X 1 ACI 318: CH. 19, 26.4.3, 26.4.4 <br />6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS ASTM C172 <br />FOR STRENGTH TESTS, PERFORM SLUMP AND AIR <br />YES 31 <br />CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF X ASTM C <br />-- <br />THE CONCRETE, ACI 318:: <br />26.5, 26.12 <br />YES 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR <br />PROPER APPLICATION TECHNIQUES. <br />YES 8. VERIFY MAINTENANCE OF SPECIFIED CURING <br />ITEMPERATURE AND TECHNIQUES <br />9. INSPECT PRESTRESSED CONCRETE FOR: <br />NO I A. APPLICATION OF PRESTRESSING FORCES <br />NO I B. GROUTING OF BONDED PRESTRESSING TENDONS <br />YES 110. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. <br />= <br />X 1 1 ACI 318: 26.10 <br />X I --IACI 318: 26.10 <br />-- I X I ACI 318: CH. 26.9 <br />11. VERIFY IN —SITU CONCRETE STRENGTH, PRIOR TO <br />NO STRESSING OF TENDONS IN POST —TENSIONED CONCRETE -- X ACI 318: 26.11.2 <br />AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM <br />BEAMS AND STRUCTURAL SLABS. <br />YES 12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND ®_ X I ACI 318: 26.11,1.2(b) <br />DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. <br />1908,10 <br />FOR SI: 1 " = 25.4mm <br />a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE, <br />b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN <br />APPROVED SOURCE IN ACCORDANCE WITH 17,8,2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE <br />NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE <br />APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK. <br />SYM I REVISION <br />PIW UPGRADES ADDENDUM A <br />BY ' APPROVED <br />20808468 SITTS BKL <br />DATE SYM <br />01.25,21 <br />ACCEPTABILITY 5r�bro <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED B, Srebro <br />®� N IN I <br />APPROVED BY DEPT. DATE B. Srebro <br />CHECKED <br />B. Leslie <br />NIL SUBTITLE <br />12,06,19 <br />12.06,19 <br />TITLE <br />12.06.19 <br />1106.19 <br />STRUCTURAL <br />C-01 <br />APRIL 301 2021 <br />hilS I t tx"" <br />i <br />CIVIL I <br />STRUCTURAL I SURVEY <br />4815 CENTER <br />STREET I TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474-0153 <br />http://Vvm.sittshill.com/ <br />Project No.: <br />17659 Project Mgr.: BKL <br />Proj. Engineer: <br />SDS <br />Proj. Drafter: JDK <br />CURRENT REVISION SYMBOL DATE <br />20808468 Q R I G 01.25.21 <br />SHEET SEQUENCE NO, <br />S2-2 <br />20808468 <br />EVERETT, WA DWC NO. 40-051-S2-2 <br />