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STRUCTURAL TESTING FOR SEISMIC RESISTANCE
<br /> IBC TABLE 1705.3
<br /> 1. FOR THE SEISMIC DESIGN CATEGORY AND OCCUPANCY CATEGORY LISTED ON GENERAL NOTES SHEET S1.0, THE •
<br /> FOLLOWING TESTING, CERTIFICATIONS AND INSPECTIONS SHALL BE PROVIDED FOR THIS PROJECT: REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> 2. MECHANICAL& ELECTRICAL EQUIPMENT-THE APPLICABLE SEISMIC DESIGN CRITERIA ARE PROVIDED ON SHEET S2H-1 TYPE CONTINUOUS PERIODIC REFERENCED IBC REMARK
<br /> OF THESE CONSTRUCTION DOCUMENTS. THE MANUFACTURER AND REGISTERED DESIGN PROFESSIONAL IN STANDARD REFERENCE
<br /> RESPONSIBLE CHARGE OF THE DESIGNATED SEISMIC SYSTEM COMPONENTS AND MOUNTING SYSTEMS OR
<br /> ANCHORAGE SHALL TEST&ANALYZE THESE COMPONENTS AND SUBMIT CERTIFICATE OF COMPLIANCE FOR REVIEW 1. INSPECT ANCHORS CAST IN CONCRETE. X ACI 318: 17.8.2
<br /> AND ACCEPTANCE TO THE PROJECT ENGINEER OF RECORD AND THE BUILDING OFFICIAL QUALIFICATION SHALL BE BY - -
<br /> AN ACTUAL TEST ON A SHAKE TABLE, BY 3-D SHOCK TESTS, BY AN ANALYTICAL METHOD USING DYNAMIC 2. INSPECT ANCHORS POST-INSTALLED IN HARDENED
<br /> CHARACTERISTICS AND FORCES, BY THE USE OF EXPERIENCE DATE OR BY A MORE RIGOROUS ANALYSIS PROVIDING
<br /> FOR EQUIVALENT SAFETY. CONCRETE.
<br /> a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY X ACI 318: 17.8.2.4
<br /> OR UPWARDLY INCLINED ORIENTATIONS TO RESIST
<br /> STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS SUSTAINED TENSION LOADS.
<br /> b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS X ACI 318: 17.8.2
<br /> SPECIAL INSPECTION SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC). OWNER SHALL HIRE AN NOT DEFINED IN 2.a
<br /> INDEPENDENT TESTING INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTION IN ACCORDANCE WITH SECTION
<br /> 1704.2 OF THE 2015 IBC.
<br /> STRUCTURAL OBSERVATION FOR WIND RESISTANCE AISC 360-10 CHAPTER N - BOLTING
<br /> QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR
<br /> 1. NOT REQUIRED PER SECTION 1704.6.2 OF IBC. QA= QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR
<br /> 0 = OBSERVE ITEMS RANDOMLY
<br /> P = PERFORM TASKS FOR EACH ELEMENT
<br /> STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE
<br /> TABLE N 5.6-1 TABLE N 5.6-2
<br /> 1. REQUIRED PER SECTION 1704.6.1 OF IBC. INSPECTION TASKS PRIOR TO BOLTING INSPECTION TASKS DURING BOLTING
<br /> 2. PERFORM STRUCTURAL OBSERVATIONS PER SECTION 1704.6 OF IBC. VERIFICATIONS AND INSPECTION QC QA REMARKS VERIFICATIONS AND INSPECTION QC QA REMARKS
<br /> 1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P 1. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND
<br /> SPECIAL INSPECTION FOR WIND RESISTANCE WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED. O O
<br /> 2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O 0
<br /> 1. NOT REQUIRED PER SECTION 1705.11 OF IBC. 3. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL 2. JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING O O
<br /> (GRADE, TYPE, BOLT LENGTH, IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR 0 p OPERATION
<br /> PLANE)
<br /> 3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
<br /> SPECIAL INSPECTION FOR SEISMIC RESISTANCE p p
<br /> ROTATING
<br /> 1. REQUIRED PER SECTION 1705.12 OF IBC. 4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0
<br /> 5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE 4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
<br /> 2. PERFORM SPECIAL INSPECTION PER TABLES. CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT
<br /> REQUIREMENTS 0 0 TOWARD THE FREE EDGES. 0 0
<br /> 6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL
<br /> OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P 0
<br /> 7. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER p 0 TABLE N 5.6-3
<br /> FASTENER COMPONENTS.
<br /> INSPECTION TASKS AFTER BOLTING
<br /> VERIFICATIONS AND INSPECTION QC QA REMARKS
<br /> 1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P p
<br /> AISC 360-10 CHAPTER N AND AISC 341-10 CHAPTER J -WELDING
<br /> QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR
<br /> QA= QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR
<br /> 0 = OBSERVE ITEMS RANDOMLY
<br /> P = PERFORM TASKS FOR EACH ELEMENT
<br /> TABLE N 5.4-1 TABLE N 5.4-2 TABLE N 5.4-3
<br /> INSPECTION TASKS PRIOR TO WELDING INSPECTION TASKS DURING WELDING INSPECTION TASKS AFTER WELDING
<br /> VERIFICATIONS AND INSPECTION QC QA REMARKS VERIFICATIONS AND INSPECTION QC QA REMARKS VERIFICATIONS AND INSPECTION QC QA REMARKS
<br /> 1. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE P P 1. USE OF QUALIFIED WELDERS 0 0 1. WELDS CLEANED O O
<br /> 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P 2. CONTROL AND HANDLING OF WELDING CONSUMABLES 2. SIZE, LENGTH AND LOCATION OF WELDS P P
<br /> 3. MATERIAL IDENTIFICATION (TYPE/GRADE) 0 0 A. PACKAGING 0 p 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br /> 4. WELDER IDENTIFICATION SYSTEM, SEE NOTE 1 0 0 B. EXPOSURE CONTROL 0 p A. CRACK PROHIBITION
<br /> 5. FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) 3. NO WELDING OVER CRACKED WELDS p 0 B. WELD/BASE-METAL FUSION
<br /> A. JOINT PREPARATION 4. ENVIRONMENTAL CONDITIONS C. CRATER CROSS SECTION P P
<br /> B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) A. WIND SPEED WITHIN LIMITS D. WELD PROFILES
<br /> C. CLEANLINESS (CONDITION OF STEEL SURFACES) 0 0 B. PRECIPITATION AND TEMPERATURE 0 0 E. WELD SIZE
<br /> D. TACKING (TACK WELD QUALITY AND LOCATION) 5. WPS FOLLOWED F. UNDERCUT
<br /> E. BACKING TYPE AND FIT (IF APPLICABLE) A. SETTINGS ON WELDING EQUIPMENT G. POROSITY
<br /> 6. CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 B. TRAVEL SPEED 4. ARC STRIKES p P
<br /> 7. FIT-UP OF FILLET WELDS C. SELECTED WELDING MATERIALS 5. K-AREA, SEE NOTE 2 p p
<br /> A. DIMENSIONS (ALIGNMENT, GAPS AT ROOT) D. SHIELDING GAS TYPE/ FLOW RATE p 0 6. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) p p
<br /> B. CLEANLINESS (CONDITION OF STEEL SURFACES) 0 0 E. PREHEAT APPLIED 7. REPAIR ACTIVITIES p p
<br /> C. TACKING (TACK WELD QUALITY AND LOCATION) F. INTERPASS TEMPERATURE MAINTAINED (MIN/MAX.) 8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P
<br /> 8. CHECK WELDING EQUIPMENT 0 - G. PROPER POSITION (F, V, H, OH) 9. PLACEMENT OF REINFORCING OR CONTOUR FILLET WELDS ADDED (IF REQ'D) P P AISC 341-10
<br /> NOTE 1: H. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AISC 341-10 NOTE 2:
<br /> THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS 6. WELDING TECHNIQUES WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN
<br /> WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES (75MM)
<br /> A. INTERPASS AND FINAL CLEANING 0 0 OF THE WELD.
<br /> B. EACH PASS WITHIN PROFILE LIMITATIONS 0 0 f
<br /> IN* 0 ,4,z1'sti
<br /> C. EACH PASS MEETS QUALITY REQUIREMENTS Q O BergerA.IB.AN4
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> - CHECKEDDDV 06/15/18 16322 0 06/15/18
<br /> 0 TEMP MCS UTILITIES&TRENCHES ISSUE FOR CONSTRUCTION (WBS 16322) ABAM 05/11/18 �rY1E j THIS DESIGN ISAPPOR SPECIALINSPECTION SCHEDULES
<br /> 449 4,- w a G'T SPECIFICATION APPROVED LEH 06/15/18 SHEET
<br /> `� �'� ENGINEER TITLE
<br /> s = ® �� tt o FACTORY TRANSFORMATION-777x Wing Body Join
<br /> frA ..._, ,
<br /> 2 •• APPROVED BY DEPT. DATE BEM 06/15/18
<br /> �w , CHECKED S2H-3 -823
<br /> = � AL Cww� `` APPROVED BUILDING 40-025 JOB NO. COMP NO.
<br /> WO15/2899-823
<br /> ` CivaL APPROVED
<br /> 19 STRUCTURAL MASTER EVERETT,WA DWG No. 40-025-S2H-3-823
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