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1 2 3 4 5 <br /> , <br /> STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING - CC�NTINUED <br /> D <br /> INSPECTION TASKS PRIOR TO BOLTING: WSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING: � . <br /> MANUFACTURER'S CERTIFICATIONS X MANUFACTURER INSTALLATION ; � <br /> AVAILABLE FOR FASTENER MATERIALS INSTRUCTIONS AVAILABLE FOR X - - . � <br /> FASTENERS MARKED IN ACCORDANCE MECHANICAL FASTENERS <br /> WITH ASTM REQUIREMENTS X PROPER TOOLS AVAILABLE FOR 1705.2.2 SDI QA/QC: APP. 1 , <br /> PROPER FASTENERS SELECTED FOR THE FASTENER INSTALLATION X � � � <br /> JOINT DETAIL (GRADE, TYPE, BOLT LENGTH X PROPER STORAGE FOR MECHANICAL X _ _ � <br /> IF THREADS ARE TO BE EXCLUDED FROM FASTENERS <br /> SHEAR PLANE) INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING: • " ' " " " � " <br /> - • . . .. - - � •• � <br /> PROPER BOLTING PROCEDURE FOR JOINT X _ _ FASTENERS ARE POSITIONED AS _ _ <br /> DETAIL REQUIRED X <br /> CONNECTING ELEMENTS, INCLUDING THE AISC 360: TB N5.6-1 FASTENERS ARE INSTALLED IN 1705.2.2 SDI QA/QC: APP. 1 _ _ �. . � <br /> APPROPRIATE FAYING SURFACE 1705.2 AISC 360: N5.6 ACCORDANCE WITH MANUFACTURERS X � <br /> CONDITION AND HOLE PREPARATION, IF X - - INSTRUCTIONS � _ <br /> SPECIFIED, MEET APPLICABLE INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING: <br /> REQUIREMENTS <br /> CHECK SPACING, TYPE, AND INSTALLATIO <br /> OF SUPPORT FASTENERS, SIDELAP - X - <br /> 1601 Fifth Avenue,Suite 1600 <br /> PRE-INSTALLATION VERIFICATION TESTING FASTENERS, AND PERIMETER FASTENERS � Seattle,wA 98101 ' <br /> BY INSTALLATION PERSONNEL OBSERVED 1705.2.2 SDI QA/QC: APP. 1 <br /> AND DOCUMENTED FOR FASTENER X ' - VERIFY REPAIR ACTIVITIES - X - ios.6zi.ss2i <br /> ASSEMBLIES AND METHODS USED DOCUMENT ACCEPTANCE OR REJECTION _ _ kpff.com <br /> OF MECHANICAL FASTENERS X <br /> PROPER STORAGE PROVIDED FOR BOLTS, INSPECTION ., . <br /> NUTS, WASHERS AND OTHER FASTENER X - - SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS . , � , . � . <br /> COMPONENTS REFERENCE REFERENCE CONTINUOUS PERIODIC <br /> INSPECTION TASKS DURING BOLTING: COLD-FORMED STEEL FRAMING <br /> � P ' 8 <br /> FASTENER ASSEMBLIES, OF SUITABLE MATERIAL VERIFICATION OF WELDING X MANUFACTURER'S CERTIFIED TEST REPORTS c���oF WAskj�q <br /> CONDITION, PLACED IN ALL HOLES AND X _ _ CONSUMABLES ��e�`� �'�o� <br /> WASHERS (IF REQUIRED)ARE POSITIONED _ AISI S100: COPY OF WELDING PROCEDURE � � C <br /> C AS REQUIRED VERIFYING USE OF PROPER WPS - - <br /> APP. A E2a X ' <br /> SPECIFICATIONS <br /> JOINT BROUGHT TO SNUG-TIGHT VERIFYING WELDER QUALIFICATIONS - X COPY OF QUALIFICATION CARDS `�� w�' �' <br /> CONDITION PRIOR TO THE X - - p��0036475�1����,�' <br /> PRETENSIONING OPERATION WELDED FRAMING CONNECTIONS - AWS D1.3: 6 - X D1 3 6E1 DS VISUALLY INSPECTED PER AWS �`�SIONA���� '�� <br /> FASTENER COMPONENT NOT TURNED BY AISC 360: TB N5.6-2 �`2� <br /> 1705.2 AISC 360: N5.6 � � <br /> THE WRENCH PREVENTED FROM X - - � <br /> ROTATING ' ' • � � • <br /> FASTENERSARE PRETENSIONED IN TABLE 2A - REQUIRED STRUCTURAL SPECIAL INSPECTI�NS FOR <br /> ACCORDANCE W ITH THE RCSC Wa re h o u se <br /> SPECIFICATION, PROGRESSING X - - <br /> SYSTEMATICALLY FROM THE MOST RIGID S E I S M I C RES I STAN C E R <br /> POINT TOWARD THE FREE EDGES U ath roo m Expa n s i o n ` <br /> INSPECTION TASKS AFTER BOLTING: INSPECTION <br /> DOCUMENT ACCEPTANCE OR REJECTION 1705.2 AISC 360: TB N5.6-3 - X _ SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS FOR <br /> OF BOLTED CONNECTIONS REFERENCE REFERENCE CONTINUOUS PERIODIC <br /> INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT: GENERAL . � <br /> PLACEMENT AND INSTALLATION OF STEEL _ X _ REFERENCE GENERAL STRUCTURAL NOTES Teag u e/ Boe i n g � <br /> DECK AISC 360: TB N6.1 SEISMIC FORCE-RESISTING SYSTEMS (SFRS) IN FOR OUTLINE OF SFRS SYSTEM. REFERENCE <br /> 1705.2 AISC 360: N6.1 STRUCTURES ASSIGNED TO SEISMIC DESIGN - X <br /> DOCUMENT ACCEPTANCE OR REJECTION CATEGORY C, D, E OR F TABLE 2A FOR MATERIAL SPECIFIC <br /> OF STEEL ELEMENTS X 1704.3.2 INSPECTION REQUIREMENTS. AT - <br /> STEEL DECK 1705.12 <br /> DESIGNATED SEISMIC SYSTEMS (SECONDARY) IN REFERENCE TABLE N1 AND N2 FOR <br /> INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT: STRUCTURES ASSIGNED TO SEISMIC DESIGN - X - INSPECTION REQUIREMENTS. 6000 - 23rd Drive West ` <br /> VERIFY COMPLIANCE OF MATERIALS (DEC CATEGORY C, D, E OR F Everett, Wa 98206 <br /> AND ALL DECK ACCESSORIES)WITH INSPECTION OF COMPOSITE STRUCTURES PRIOR TO CONCRETE PLACEMENT: <br /> CONSTRUCTION DOCUMENTS, INCLUDING - X - COLD-FORMED STEEL FRAMING <br /> PROFILES, MATERIAL PROPERTIES, AND 1705.2.2 SDI QA/QC: APP. 1 ;. <br /> BASE METAL THICKNESS WELDED CONNECTIONS FOR DIAPHRAGM AL�WELDS VISUALLY INSPECTED PER AWS PERM IT SET � � <br /> ELEMENTS, DRAG STRUTS, SHEAR WALL AWS D1.3: 6 - X � � <br /> DOCUMENT ACCEPTANCE OR REJECTION _ X _ ELEMENTS AND BRACING. D1.3: 6.1 08/21/2017 g <br /> B OF DECK AND DECK ACCESSORIES <br /> INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT: ALL CONNECTIONS VISUALLY INSPECTED. NOT <br /> 1705.12.3 REQUIRED IF SHEATHING IS GYPSUM BOARD, This drawing is: <br /> VERIFY COMPLIANCE OF DECK AND ALL CONNECTIONS FOR DIAPHRAGM ATTACHMENT, FIBERBOARD, OR IF SHEATHING IS WOOD 1. Copyright 2017 Dykeman, Inc. <br /> DECK ACCESSORIES INSTALLATION WITH - X - DIAPHRAGM CHORDS, DRAG STRUTS, SHEAR - ' X STRUCTURAL PANEL OR STEEL SHEET ON 2. The Architect's Instrument of Professional Service. <br /> CONSTRUCTION DOCUMENTS WALL ELEMENTS, BRACING AND HOLD-DOWNS. 3. For use on this project only. Obtain Architect's i <br /> ONLY ONE SIDE AND FASTENER SPACING IS <br /> MORE THAN 4 INCHES ON CENTER written permission for any other use or reproduction. <br /> VERIFY DECK MATERIALS ARE <br /> REPRESENTED BY THE MILL 1705.2.2 SDI QA/QC: APP. 1 - X - <br /> CERTIFICATIONS THAT COMPLY WITH THE WOOD <br /> CONSTRUCTION DOCUMENTS FASTENING OF DIAPHRAGM AND SHEAR WALL ALL FASTENING VISUALLY INSPECTED. NOT . <br /> DOCUMENT ACCEPTANCE OR REJECTION SHEATHING WITH EDGE NAILING 4 INCHES ON - - X REQUIRED WHERE THE FASTENER SPACING IS 2017-013 . � <br /> OF INSTALLATION OF DECK AND DECK - X _ CENTER OR I.ESS MORE THAN 4 INCHES ON CENTER <br /> ACCESSORIES <br /> � <br /> INSPECTION OR EXECUTION TASKS PRIOR TO WELDING: <br /> WELDING PROCEDURE SPECIFICATIONS X _ _ MARK DATE DESCRIPTION <br /> AVAILABLE (WPS) , <br /> MANUFACTURER CERTIFICATIONS FOR 1705.2.2 SDI QA/QC: APP. 1 X - - <br /> WELDING CONSUMABLES AVAILABLE <br /> MATERIAL IDENTIFICATION (TYPE/GRADE) X - - <br /> CHECK WELDING EQUIPMENT X - - <br /> INSPECTION OR EXECUTION TASKS DURING WELDING: � � � <br /> USE OF QUALIFIED WELDERS X - - � � <br /> CONTROL AND HANDLING OF WELDING X _ _ <br /> CONSUMABLES <br /> ENVIRONMENTAL CONDITIONS (WIND 1705.2.2 SDI QA/QC: APP. 1 <br /> . . � . <br /> SPEED, MOISTURE, TEMPERATURE) <br /> X PRINCIPAL IN CHARGE� - <br /> W PS FOLLOW ED X - - ° <br /> INSPECTION OR EXECUTION TASKS AFTER WELDING: PROJECT MANAGER: � - <br /> PROJECT ARCHITECT: � - <br /> VERIFY SIZE AND LOCATION OF WELDS, <br /> INCLUDING SUPPORT, SIDELAP, AND - X - JOB CAPTAIN: <br /> A I <br /> A <br /> PERIMETER WELDS � ' � <br /> WELDS MEET VISUAL ACCEPTANCE 1705.2.2 SDI QA/QC: APP. 1 - X - � � <br /> CRITERIA <br /> VERIFY REPAIR ACTIVITIES - X - STATE M E NT F <br /> DOCUMENT ACCEPTANCE OR REJECTION <br /> OF WELDS - X - SPECIAL I NSPE I <br /> � - . - w <br /> . <br /> � . ;. <br /> NOT FOR CONSTRUCTION � � � <br /> � 2 3 4 5 <br /> , <br />