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REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <br /> VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED IBC REFERENCE VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED BC REFERENCE <br /> STANDARD STANDARD <br /> 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: 1. INSPECTION OF REINFORCEMENT,INCLUDING PRESTRESSING TENDONS, ACI 318:CH.20,25.2, <br /> AISC 360,SECTION A3.3 AND VERIFY PLACEMENT - X 25.3,26.1-26.3 1908.4 <br /> A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS V AND APPLICABLE ASTM <br /> SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X MATERIAL STANDARDS <br /> S.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED - X - - 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH - - AWS D1.4 - <br /> TABLE 1705.3,REM 2 ACI 318:26.6.4 <br /> 2. INSPECTION OF HIGH-STRENGTH BOLTING: <br /> A.SNUG-TIGHT JOINTS - X 3. INSPECT ANCHORS CAST IN CONCRETE - X 8.1.3I,21 2.8 - <br /> B.PRETENSIONED AND SUP-CRITICAL JOINTS USING TURN-OF-NUT 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE IN ACI 318: <br /> WITH MATCHMARKING,TWIST-OFF BOLT OR DIRECT TENSION INDICATOR - X AISC 360, ACCORDANCE WITH TABLE 1705.3.ITEM 4. 17.8.2.4,17.8.2 - <br /> METHODS OF INSTALLATION SECTION M2.5, 1704.3.3 <br /> N5.6 5. VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: 1904.1,190 1908.2, <br /> C.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT CH.19,26.4.3,26.4.4 1908.38.3 <br /> WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF X - 6. PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FOR ASTM C 172 <br /> INSTALLATION STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS,AND X - ASTM C 31 1908.10 <br /> DETERMINE THE TEMPERATURE OF THE CONCREFE. ACI 318:26.4,26.12 <br /> 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: <br /> 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER 1908.6.1908.7, <br /> A.FOR STRUCTURAL STEEL,IDENTIFICATION MARKINGS TO CONFORM _ AISC 360, APPLICATION TECHNIQUES. X - ACI 318:26.5 1908.8 <br /> TO AISC 360 X SECTION M5.5 <br /> 8. VERIFY'MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND ACI 318:26.5.3-26.5.5 1908.9 <br /> B.FOR OTHER STEEL,IDENTIFICATION MARKINGSASTM O CONFORM TO APPLICABLE ASTM TECHNIQUES. <br /> DOCUMENTS X - X <br /> STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION - MATERIAL STANDARDS <br /> DOCUMENTS <br /> 9. INSPECT PRESTRESSED CONCRETE FOR: <br /> C.MANUFACTURER'S CERTIFIED TEST REPORTS - X A. APPLICATION OF PRESTRESSING FORCES;AND X - ACI 318:2610 - <br /> 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: B. GROUTING OF BONDED PRESTRESSING TENDONS V <br /> AISC 360,SECTION 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS - X ACI 318:CH.26.8 <br /> A.IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN _ A3.5,N5.4-5.5,AND _ <br /> THE APPROVED CONSTRUCTION DOCUMENTS X APPLIN5.4CABLE AWS A5 <br /> DOCUMENTS 11. VERIFY IN-SITU CONCRETE STRENGTH,PRIOR TO STRESSING OF <br /> TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF - X ACI 318:26.11.2 - <br /> B.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED - X - - SHORES AND FORMS FROM BEAMS AND.IN <br /> SLABS. <br /> 5. INSPECTION OF WELDING: <br /> 12. INSPECT FORMWORK FOR SWIPE,LOCATION AND DIMENSIONS OF THE ACI 318:26.11.1.2 b <br /> A.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: CONCRETE MEMBER BEING FORMED - X ) <br /> 1)COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X - <br /> 2)MULTIPASS FILLET WELDS X - <br /> V AWS D1.1,AISC 360 REQUIRED VERIFICATION AND INSPECTION OF SOILS <br /> 3)SINGLE-PASS FILLET WELDS>5/16" /� - N5.4-5.5 1704.3.1 <br /> 4)PLUG AND SLOT WELDS X - CONTINUOUS DURING PERIODIC DURING <br /> VERIFICATION AND INSPECTION TASK TASK LISTED TASK LISTED <br /> 5)SINGLE-PASS FILLET WELDS<OR=5/16" - X <br /> - AWS D1.3 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO <br /> 6 FLOOR AND ROOF DECK WELDS - <br /> X ACHIEVE THE DESIGN BEARING CAPAM X <br /> B.REINFORCING STEEL 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE <br /> REACHED PROPER MATERIAL - X <br /> 1)VERIFICATION OF WELDABIUTY OF REINFORCING STEEL OTHER - X <br /> THAN ASTM A 706 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS - X <br /> 2)REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES 4. VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESSES - <br /> IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND X - DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X <br /> BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF <br /> CONCRETE AND SHEAR REINFORCEMENT AWS D1A ACI 318: 5. PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE SUBGRADE AND - <br /> SECTION 3.5.2 VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X <br /> d 3)SHEAR REINFORCEMENT X - <br /> 4)OTHER REINFORCING STEEL - X <br /> 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: <br /> A.DETAILS SUCH AS BRACING AND STIFFENING - X <br /> B.MEMBER LOCATIONS - X - 1704.3.2, 1704.3.3 <br /> C.APPUCATON OF JOINT DETAILS AT EACH CONNECTION - X <br /> SPECIAL INSPECTION NOTES: <br /> 1. TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM.REPORTS SHALL BE <br /> F. DISTRIBUTED TO OWNER,CONTRACTOR,BUILDING OFFICIAL AND STRUCTURAL ENGINEER, <br /> 2. STRUCTURAL OBSERVATIONS SHALL BE PREFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC.STRUCTURAL OBSERVATION <br /> SHALL BE PERFORMED AS FOLLOWS: <br /> L 2.A. PERIODIC VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM FOR GENERAL CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION PHASES. <br /> Y 2.8. RENEW OF TESTING AND INSPECTON REPORTS. <br /> 2.C. REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO THE ENGINEER. <br /> „ 3. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK.THE <br /> CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: `*IrY. <br /> 3.A. ACKNOWLEDGEMENT OF AWARENESS FOR REQUIREMENTS OF QUALITY ASSURANCE PLAN. REVIEI;'J I_r(I_T T <br /> t <br /> R PERM! <br /> 3.B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. <br /> 3.C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTORS ORGANIZATION AND THE FREQUENCY OF REPORTING AND DISTRIBUTING. <br /> 3.D. IDENTIFICATION OF PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION, <br /> THIS DRAWNG,INCLUDING THE PRINCIPLES <br /> _ OF DESIGN IS THE PROPERTY OF SMG INC. 8625 SW Cascade Ave. <br /> °1 THE DESIGN SHOWN IN THIS DRAWING IS Suite 800 <br /> SITE SPECIFIC AND SHALL BE USED ONLY CADMAN HEIDELBERG CEMENT GROUP <br /> w FOR THE PROJECT SHOWN 0x THE TIRE po Beaverton,Oregon 9700e EVERETT DELTA SOIL REMEDIATION FACILITY <br /> BLOCK.IF THIS DRAWING IS NOT STAMPED �y w <br /> WITH AN ENGINEER'S SEA,THE DRAWING - ' _ Smith Monroe Gray Phone:503.643.8595 <br /> 3 MAY HAVE BEEN REPRODUCED FROM AN Fax:508.643.8610 STATEMENT OF SPECIAL INSPECTIONS <br /> UONFROORREO COPY.AUTHORIZED <br /> CARD CL DOCUMENF IS ERRO A STAMPED ENGINEERS, INC. <br /> HAND COPY <br /> aft DRAWING <br /> HALL NOT <br /> e vmw.smgengr.com <br /> ORIGINAL THY$DRAWING SHALL NOi BE .P <br /> USED IN A MANNER THAT WOULD BE A NAc DRAWN BY DATE CHKD BY DATE SGLE DWG,10. REV. <br /> DETRIMENT TO SAG.ACCEPTANCE OF MIS <br /> DRAWING IS AN AGREEMENT TO ME ABOVE. 0 ISSUED FOR PERMIT .row 62619 JLP �-Z.�/2 C,0 JA2.VJAAACE t2/20/18 AS NOTED 18-181A-02 0 <br /> SIAI. REVISIONS BY DATE GHN'D <br />