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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 <br /> STANDARD IBC REFERENCE <br /> STANDARD <br /> 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: <br /> 1. INSPECTION OF REINFORCEMENT,INCLUDING PRESTRESSING TENDONS, ACI 318:CH.20 25.2, 1908.4 <br /> A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS AISC 360.SECTION A3.3 AND VERIFY PLACEMENT - /� 25.31 26.1-kZ <br /> SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS - X AND APPLICABLE ASTM <br /> MATERIAL STANDARDS <br /> B.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 31B:26.6.4 <br /> 2. INSPECTION OF HIGH-STRENGTH BOLTING: <br /> A SNUG-TIGHT JOINTS - X 3. INSPECT ANCHORS CAST IN CONCRETE. - X 6.1.3 21 1, 8: - <br /> B.PRETENSIONED AND SLIP-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.fi 5. VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: 1904.1.1904.2,1908.2, <br /> C.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT CH.19,26.4.31 26.4.4 1908.3 <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 CONCRETE. 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 /> ACI 318:26.5 <br /> A.FOR STRUCTURAL STEEL,IDENTIFICATION MARKINGS TO CONFORM AISC 360, APPLICATION TECHNIQUES. X - 1908.8 <br /> TO AISC 360 - X SECTION M5.5 <br /> B. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND ACI 318:26.5.3-26.5.5 1908.9 <br /> B.FOR OTHER STEEL IDENTIFICATION MARKINGS TO CONFORM TO APPLICABLE ASTM TECHNIQUES. - X <br /> DASTMOCUMENTS <br /> STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION - X MATERIAL STANDARDS <br /> DOCUMENTS <br /> 9. INSPECT PRESTRESSED CONCRETE FOR: <br /> C.MANUFACTURER'S CERTIFIED TEST REPORTS - X <br /> A. APPLICATION OF PRESTRESSING FORCES;AND X - ACI 318:2610 - <br /> B. GROUTING OF BONDED PRESTRESSING TENDONS v <br /> 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: /� <br /> AISC 360,SEC C ECTION - ACI 318:CH.26.8 <br /> A.IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN _ AAIS N5.4 AND _ 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS /� - <br /> THE APPROVED CONSTRUCTION DOCUMENTS X APPLICABLE AWS AS <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 STRUCTURAL SLABS. <br /> 5. INSPECTION OF WELDING: <br /> 12. INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS OF THE ACI 318:26.11.1.2(b) <br /> A.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: <br /> CONCRETE MEMBER BEING FORMED - X - <br /> 1)COMPLETE AND PARTIAL JOINT PENERATION GROOVE WELDS X - <br /> 2)MULTIPASS FILLET WELDS x - <br /> 3)SINGLE-PASS FILLET WELDS>5/16- X - AWS D1.1,AISC 360 <br /> N5.4-5.5 no431 REQUIRED VERIFICATION AND INSPECTION OF SOILS <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 WEIRS<OR=5/16" - X <br /> 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO <br /> X AWS D1.3 11 6)FLOOR AND ROOF DECK WELDS - ACHIEVE THE DESIGN BEARING CAPACITY - X <br /> t <br /> B.REINFORCING STEEL 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE <br /> R REACHED PROPER MATERIALGE - X <br /> B <br /> 1)VERIFICATION OF WELDABILItt OF REINFORCING STEEL OTHER - V <br /> THAN ASTM A 706 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS - X <br /> 2)REINFORCING STEEL RESISTNG FLEXURAL AND AXIAL FORCES 4. VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFE THICKNESSES <br /> IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X - <br /> BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF X <br /> CONCRETE AND SHEAR REINFORCEMENT AWS 01.4 ACI 318: 5. PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE SUBGRADE AND <br /> 9 SECTION 3.5.2 VERIFY THAT SITE HAS BEEN PREPARED PROPERLY - X <br /> i 3)SHEAR REINFORCEMENT X - <br /> L <br /> 4)OTHER REINFORCING STEEL - X <br /> m 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPUANCE: <br /> A.DETAILS SUCH AS BRACING AND STIFFENING - X <br /> B.MEMBER LOCATIONS - X - 1704.3.2, 1704.3.3 <br /> C.APPLICATION OF JOINT DETAILS AT EACH CONNECTION - X <br /> 4 <br /> SPECIAL INSPECTION NOTES: <br /> 9 1. TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT TEM.REPORTS SHALL BE <br /> 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 /> 2.A. PERIODIC VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM FOR GENERAL CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION PHASES. <br /> Y 2.B. REVIEW OF TESTING AND INSPECTION 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: <br /> E 3.A. ACKNOWLEDGEMENT OF AWARENESS FOR REQUIREMENTS OF QUALITY ASSURANCE PLAN. CIT 'MERU i <br /> 3.13. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL, REVIE OR PERMI I <br /> R 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 /> W THIS DRAWING,INCLUDING THE PRINCIPLES ci <br /> OF DESIGN IS THE PROPERTY OF SMG INC. 8625 SW Cascade Ave. <br /> y THE DESIGN SHOWN IN NIS DRAWING IS FOLK UIIB 600 <br /> SITE SPECIFIC AND SHALL BE USED ONLY r _ CADMAN HEIDELBERG CEMENT GROUP <br /> 4 FDR THE PROJECT SHOWN ON THE TIRE SoFw Beaverton$,Oregon 97DD6 EVERETT DELTA SOIL REMEDIATION FACILITY <br /> BLOCK.IF THIS DRAWING IS NOT STAMPED J - <br /> WINAN ENGINEERS SEAL THE DRAWING <br /> MAY HAVE BEEN s ( Smith Monroe Gray Phone:503.643.8595 <br /> UNAUTHORIZED COPY.A <br /> MAY PY.N UCED FROM AxUTHORIZED l Fax:503,643.8610 STATEMENT OF SPECIAL INSPECTIONS <br /> CONTROL DOCUMENT Is ETHER A STAMPED ENGINEERS, INC. <br /> m HARD cDPr OR DIGITALLY PROTECTED �`��a� Nvvn✓.amgengr.com <br /> UORIC DINNL 1MANNDRAER THATING SWOULD ALL BTE AE MNAU DRAWN BY DATE CHKO BY OATS SCALE DWG.NO. REV. <br /> y DETRIMENT TO SMG.ACCEPTANCE OF THIS CF- 2'.J/2 C./9 <br /> DRAWING Is AN AGREEMENT TO THE ABM. 0 ISSUED FOR PERMIT JI7w 6 26 19 ivJJ7,VVALLAa 12/20/18 AS NOTED 18-181A-02 0 <br /> RENSIONS BY DATE CHN'D <br />