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Home My WebLink AboutR_401306cy) O O i W 75 Q 0 00 N L 0 z E 0 c 0 ca J STATEMENT OF STRUCTURAL SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL CONFORM TO IBC CHAPTER 17 AND SHALL BE PERFORMED BY AN INSPECTION AND TESTING AGENCY MEETING THE REQUIREMENTS OF IBC CHAPTER 17 AND UNLESS NOTED OTHERWISE, SHALL INCLUDE: A. BOLTS AND ANCHORS B. STRUCTURAL WELDING C. PILE DRIVING D. STRUCTURAL FILL E. CONCRETE CONSTRUCTION F. HELICAL PILE FOUNDATIONS STRUCTURAL OBSERVATION FOR WIND RESISTANCE 1. NOT REQUIRED PER SECTION 1704.6.2 OF IBC. STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE 1. NOT REQUIRED PER SECTION 1704.6.1 OF IBC. SPECIAL INSPECTION FOR WIND RESISTANCE 1. NOT REQUIRED PER SECTION 1705.11 OF IBC. SPECIAL INSPECTION FOR SEISMIC RESISTANCE 1. SPECIAL INSPECTION FOR SEISMIC RESISTANCE OF THE ANCHORAGE FOR THE CREW SHELTER 04-401 IS REQUIRED PER IBC SECTION 1705.12. CONTRACTOR SHALL NOTIFY BOEING CONSTRUCTION MANAGER TWO WEEKS IN ADVANCE WHEN WORK IS EXPECTED TO PROCEED. SPECIAL INSPECTION FOR HELICAL PILE FOUNDATIONS 1. SPECIAL INSPECTION FOR THE CONSTRUCTION OF HELICAL PILE FOUNDATIONS IS REQUIRED PER IBC SECTION 1705.9. A CONTINUOUS INSPECTION IS REQUIRED. CONTRACTOR SHALL NOTIFY BOEING CONSTRUCTION MANAGER TWO WEEKS IN ADVANCE WHEN WORK IS EXPECTED TO PROCEED. IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE REMARK 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING - X ACI 318: CH. 20, 25.2, 25.3, 1908.4 TENDONS, AND VERIFY PLACEMENT. 26.5.1-26.5.3 2. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER - X AWS D1.4 - THAN ASTM A 706; ACI 318: 26.5.4 b. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16"; X AND c. INSPECT ALL OTHER WELDS. X 3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 - 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE. a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR X ACI 318: 17.8.2.4 UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT X ACI 318: 17.8.2 DEFINED IN 4.a. 5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19, 26.4.3, 1904.1, 1904.2, 26.4.4 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMEN X - ASTM C 172, 1908.10 FOR STRENGTH TESTS, PERFORM SLUMP AND AIR ASTM C 31, CONCRETE TESTS, AND DETERMINE THE TEMPERATURE OF ACI 318: 26.4.5, 26.12 THE CONCRETE. 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR X - ACI 318: 26.4.5 1908.6, 1908.7, 1908. PROPER APPLICATION TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED CURING - X ACI 318: 26.4.7-26.4.9 1908.9 TEMPERATURE AND TECHNIQUES. 9. INSPECT PRESTRESSED CONCRETE FOR - a. APPLICATION OF PRESTRESSING FORCES; AND X - ACI 318: 26.9.2.1 b. GROUTING OF BONDED PRESTRESSING TENDONS. X - ACI 318: 26.9.2.3 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH. 26.8 - 11. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO - X ACI 318: 26.10.2 - STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND - X ACI 318: 26.10.1 - DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. b SYM I REVISION BY I APPROVED I DATE I SYM APRON R INFRASTRUCTURE W4700331 ABAM I MGW 06/21/18 A I CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 REVISION BY I APPROVED I DATE AISC 360-10 CHAPTER N - BOLTING QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR 0 = OBSERVE ITEMS RANDOMLY P = PERFORM TASKS FOR EACH ELEMENT TABLE N 6.1 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT VERIFICATIONS AND INSPECTION QC QA REMARKS 1. PLACEMENT AND INSTALLATION OF STEEL DECK P P 2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P 3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. P P TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TEST OF SOILS TYPE CONTINUOUS PERIODIC REMARKS 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS - X BY GEOTECHNICAL ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING ENGINEER CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER - X DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF - X COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES X - BY GEOTECHNICAL AND LIFT THICKNESSES DURING PLACEMENT AND ENGINEER COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, - X INSPECT AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TYPE CONTINUOUS PERIODIC REMARKS 1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS X _ COMPLY WITH THE REQUIREMENTS 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND X _ CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. 3. INSPECT DRIVING OPERATIONS AND MAINTAIN X _ COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, X - CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL - - SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.2. 6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED - - ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. 7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL - - INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. PAL G. IV ""A®S//V" a rO✓j l'�p 28710 �s1CNALG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE JKM LEH BEM i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 )AIL SUBTITLE 06 08 18 06 08 18 06/08/18 TITLE AISC 360-10 CHAPTER N AND AISC 341-10 CHAPTER J - WELDING QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR 0 = OBSERVE ITEMS RANDOMLY P = PERFORM TASKS FOR EACH ELEMENT TABLE N 5.4-1 INSPECTION TASKS PRIOR TO WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE P P 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P 3. MATERIAL IDENTIFICATION TYPE GRADE 0 0 4. WELDER IDENTIFICATION SYSTEM, SEE NOTE 1 0 0 5. FIT -UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) A. JOINT PREPARATION 0 0 B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) C. CLEANLINESS CONDITION OF STEEL SURFACES D. TACKING TACK WELD QUALITY AND LOCATION E. BACKING TYPE AND FIT IF APPLICABLE 6. CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 7. FIT -UP OF FILLET WELDS A. DIMENSIONS ALIGNMENT, GAPS AT ROOT 0 0 B. CLEANLINESS CONDITION OF STEEL SURFACES C. TACKING (TACK WELD QUALITY AND LOCATION) 8. CHECK WELDING EQUIPMENT 0 - NOTE 1: THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. TABLE N 5. - INSPECTION TASKS DURING WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. USE OF QUALIFIED WELDERS 0 0 2. CONTROL AND HANDLING OF WELDING CONSUMABLES A. PACKAGING 0 0 B. EXPOSURE CONTROL 0 0 3. NO WELDING OVER CRACKED WELDS 0 0 4. ENVIRONMENTAL CONDITIONS A. WIND SPEED WITHIN LIMITS 0 0 B. PRECIPITATION AND TEMPERATURE 5. WPS FOLLOWED A. SETTINGS ON WELDING EQUIPMENT 0 0 B. TRAVEL SPEED C. SELECTED WELDING MATERIALS D. SHIELDING GAS TYPE/ FLOW RATE E. PREHEAT APPLIED F. INTERPASS TEMPERATURE MAINTAINED (MIN/MAX.) G. PROPER POSITION (F, V, H, OH) H. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AISC 341-10 6. WELDING TECHNIQUES A. INTERPASS AND FINAL CLEANING 0 0 B. EACH PASS WITHIN PROFILE LIMITATIONS 0 0 C. EACH PASS MEETS QUALITY REQUIREMENTS 0 0 TABLE N 5.4-3 INSPECTION TASKS AFTER WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. WELDS CLEANED 0 0 2. SIZE, LENGTH AND LOCATION OF WELDS P P 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA A. CRACK PROHIBITION P P B. WELD/BASE-METAL FUSION C. CRATER CROSS SECTION D. WELD PROFILES E. WELD SIZE F. UNDERCUT 4. ARC STRIKES P P 5. K-AREA, SEE NOTE 2 P P 6. BACKING REMOVED AND WELD TABS REMOVED IF REQUIRED P P 7. REPAIR ACTIVITIES P P 8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 9. PLACEMENT OF REINFORCING OR CONTOUR FILLET WELDS ADDED (IF REQ'D) P P AISC 341-1 NOTE 2: WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES (75MM) OF THE WELD. CIVIL PERMIT, SPECIAL INSPECTION SCHEDULES r_3,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE R-401306 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 I\LVIJIVIV JIIVIUVL /, W4700331H\ SURFACE WATER UTILITY rstraka 12/20/2018 10/01/18 G5 G05. JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-G5 00 O C'7 co O O co T i U H H H N i T L0 �O 'O O STRUCTURAL MASTER SITE