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HomeMy WebLinkAboutB17-0285_S-005_1507158083.pdf© MARTIN/MARTIN 2017 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:48:47 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-005 QUALITY ASSURANCE OBSERVE - OBSERVE THESE ITEMS ON A RANDOM BASIS PERFORM - THESE INSPECTIONS SHALL BE PERFORMED FOR EACH WELDED CONNECTION, EACH BOLTED CONNECTION, AND EACH ITEM, PRIOR TO ACCEPTANCE - DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM DOCUMENT ACCEPTANCE OR REJECTION OF WELDED... - AFTER BOLTING - PRETENSIONED AND SLIP-CRITICAL JOINTS USING CALIBRATED WRENCH OR TURN-OF-NUT METHOD WITHOUT MATCHMARKING PERFORM AISC 360, CHAPTER N AND RCSC SPECIFICATION JOINT BROUGHT IN SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING, FASTENER PREVENTED FROM ROTATING, PRETENSIONED IN PROPER SEQUENCE. INSPECTOR SHALL BE RESENT DURING INSTALLATION OF... - PRETENSIONED AND SLIP-CRITICAL JOINTS OBSERVE AISC 360, CHAPTER N AND RCSC SPECIFICATION JOINT BROUGHT IN SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING, FASTENER PREVENTED FROM ROTATING, PRETENSIONED IN PROPER... - FASTENERS PLACED IN ALL HOLES AND POSITIONED AS REQUIRED OBSERVE AISC 360, CHAPTER N - - PROPER STORAGE FOR FASTENER COMPONENTS OBSERVE AISC 360, CHAPTER N - - PRE-INSTALLATION VERIFICATION TESTING OBSERVE AISC 360, CHAPTER N NOT APPLICABLE FOR SNUG TIGHT JOINTS - CONNECTING ELEMENTS MEET REQUIREMENTS, INCLUDING HOLE REPARATION AND FAYING SURFACE OBSERVE AISC 360, CHAPTER N - - PROPER FASTENERS AND BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE AISC 360, CHAPTER N - PRIOR TO BOLTING - DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT PERFORM AISC 360, CHAPTER N - - PLACEMENT AND INSTALLATION OF HEADED STUD ANCHORS PERFORM AISC 360, CHAPTER N - - REPAIR ACTIVITIES PERFORM AISC 360, CHAPTER N - - K-AREA PERFORM AISC 360, CHAPTER N - - ARC STRIKES PERFORM AISC 360, CHAPTER N - - WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM AISC 360, CHAPTER N, AWS D1.1 WHERE INSPECTOR OBSERVES QUESTIONABLE WELDS, NON-DESTRUCTIVE TESTING SHALL BE... - SIZE, LENGTH, AND LOCATION OF WELDS PERFORM AISC 360, CHAPTER N - - WELDS CLEANED OBSERVE AISC 360, CHAPTER N - AFTER WELDING - WELDING TECHNIQUES - MULTI-PASS WELDS OBSERVE AISC 360, CHAPTER N - - WELDING TECHNIQUES - SINGLE PASS WELDS OBSERVE AISC 360, CHAPTER N - - ENVIRONMENTAL CONDITIONS, AND WPS FOLLOWED OBSERVE AISC 360, CHAPTER N - - NO WELDING OVER CRACKED TACK WELDS OBSERVE AISC 360, CHAPTER N - - CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE AISC 360, CHAPTER N - - USE OF QUALIFIED WELDERS OBSERVE AISC 360, CHAPTER N - DURING WELDING - WELDER IDENTIFICATION SYSTEM OBSERVE AISC 360, CHAPTER N - - MATERIAL IDENTIFICATION OBSERVE AISC 360, CHAPTER N - - FIT UP OF WELDS, INCLUDING JOINT GEOMETRY, AND CONFIGURATIONS AND FINISH OF ACCESS HOLES OBSERVE AISC 360, CHAPTER N - - REVIEW MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AND WELDING PROCEDURE SPECIFICATIONS PERFORM AISC 360, CHAPTER N - PRIOR TO WELDING - PRIOR TO FABRICATION OR ERECTION PERFORM AISC 360, CHAPTER N REVIEW MATERIAL TEST REPORTS AND CERTIFICATIONS FOR STRUCTURAL STEEL, FASTENERS, ANCHOR RODS, HEADED STUD ANCHORS ITEM INSPECTION TASK STANDARD CRITERIA/REMARKS STRUCTURAL STEEL INSPECTIONS UT - ULTRASONIC TESTING MT - MAGNETIC PARTICLE TESTING PT - PENETRANT TESTING TTT - TENSION THRU THICKNESS, SEE STR STEEL TESTING EMBEDDED PLATE ASSEMBLIES WITH PLATES EXCEEDING 3/4 INCH 100% UT NOT REQUIRED FOR STEEL PRODUCED IN USA. TEST ALONG CENTERLINE OF PLATE WIDTH AFTER WELDING - PLATES EXCEEDING 3/4 INCH, LOADED IN TENSION IN THE THROUGH-THICKNESS DIRECTION IN TEE AND CORNER JOINTS 100% ASTM A435 NOT REQUIRED FOR STEEL PRODUCED IN USA. ANY DISCONTINUITY CAUSING A TOTAL LOSS OF BACK REFLECTION THAT CANNOT BE CONTAINED WITHIN A CIRCLE 3 INCHES IN DIAMETER SHALL BE REJECTED. REQUIRED WHERE NOTED AS 'TTT' IN DRAWINGS - SHAPES EXCEEDING 1 1/2 INCHES THICK, LOADED IN TENSION IN THE THROUGH- THICKNESS 100% ASTM A898 (LEVEL 1 CRITERIA) NOT REQUIRED FOR STEEL PRODUCED IN USA. CRITERIA TO BE MET 6 INCHES ABOVE AND BELOW EACH WELD. REQUIRED WHERE NOTED AS 'TTT' IN DRAWINGS FRAMING - SHEAR CONNECTOR, HEADED ANCHOR STUDS, DEFORMED ANCHOR STUDS, THREADED... 2 BEND TESTS AT START OF EACH SHIFT, 1% BEND TEST,... AWS D1.1 SECTION 7 BEND TEST: PER AWS D1.1 BENT STUD (TORQUE TEST FOR THREADED STUDS) ACCEPTANCE CRITERIA. RING TEST: STRIKE WITH HAMMER. IF THE STUD RINGS, STUD IS ACCEPTABLE. IF... - THERMALLY CUT SURFACES OF BEAM COPES AND ACCESS HOLES WHEN MATERIAL THICKNESS EXCEEDS 2 INCHES 100% MT OR PT - - COMPLETE JOINT PENETRATION GROOVE WELDS FOR MATERIAL 5/16" THICK AND... 10% UT FREQUENCY SHALL BE INCREASED SHOULD THE REJECT RATE EXCEED 5% FOR AN INDIVIDUAL WELDER, IN ACCORDANCE WITH AISC 360, CHAPTER N. WELDING ITEM FREQUENCY STANDARD CRITERIA/REMARKS STRUCTURAL STEEL TESTING NO. ISSUE DATE 7/21/2017 10/04/17