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Home My WebLink AboutB17-0340_S-002-2_1507837260.pdf 41k1 °TPA; 1 2 3 4 5 6 I'LL; i'll 'Illh I STRUCTURAL COLD FORMED STEEL SPECIAL INSPECTIONS(2) STRUCTURAL STEEL TESTING STRUCTURAL STEEL INSPECTIONS STRUCTURAL MASONRY SPECIAL INSPECTIONS (LEVEL B) 0_-]. 1000 19 ITEM 7 FREQUENCY STANDARD CRITERIA ITEM FREQUENCY STANDARD CRITERIA/REMARKS ITEM INSPECTION STANDARD CRITERIA/REMARKS ITEM FREQUENCY STANDARD CRITERIA 10/12/17 l TASK - PRIOR TO FABRICATION OR • REVIEW MATERIAL TEST REPORTS AND - VERIFY COMPLIANCE FRAMING WELDING WITH THE APPROVED P TMS 602, Art 1.5 - MEMBERS AND - COMPLETE JOINT ERECTION AISC 360, CERTIFICATIONS FOR STRUCTURAL CONNECTIONS P - VERIFY TYPE, SIZE, LOCATION, SPACING PENETRATION GROOVE FREQUENCY SHALL BE INCREASED SHOULD PERFORM CHAPTER N STEEL, FASTENERS, ANCHOR RODS, SUBMITTALS WELDS FOR MATERIAL 10% UT THE REJECT RATE EXCEED 5% FOR AN HEADED STUD ANCHORS AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE - BRIDGING AND BLOCKING P - VERIFY TYPE, LOCATION, AND ATTACHMENT 5/16" THICK AND... INDIVIDUAL WELDER, IN ACCORDANCE WITH — — - I ■■ . . - FIELD CUTS AND NO CUTS OR NOTCHES THROUGH SECTION AISC 360, CHAPTER N. [DESIGNER NOTE - FOR... PRIOR TO WELDING PROPORTIONS OF TMS 602, Art. 2.1 - II - FLANGES PERMITTED - COMPLETE JOINT - REVIEW MANUFACTURER I SITE-PREPARED MORTAR P AND 2.6A 111 IINOTCHES P E - SPLICING NO SPLICING OF STRUCTURAL MEMBERS PENETRATION GROOVE CERTIFICATIONS FOR WELDING AISC 360, _ - CONSTRUCTION OF P TMS 602, Art. 3.3B - E PERFORM illogii FREQUENCY MAY BE REDUCED IN CONSUMABLES AND WELDING CHAPTER N MORTAR JOINTS P - PERMITTED UNLESS SPECIFIED ON THE WELDS FOR MATERIAL 100% UT ACCORDANCE WITH AISC 360, CHAPTER N PROCEDURE SPECIFICATIONS U I ■ . . CONSTRUCTION DOCUMENTS 5/16" THICK AND... - LOCATION OF 111- PUNCHOUTS VERIFY SPACING REQUIREMENTS FROM - FIT UP OF WELDS, INCLUDING REINFORCEMENT AND P TMS 602, Art.3.4 - II I . ■ P - BEARINGS AND CONNECTIONS AND - THERMALLY CUT JOINT GEOMETRY AND AISC 360 CONNECTORS CONFIGURATIONS AND FINISH OBSERVE CHAPTER N - REINFORCING IS USED WHERE REQUIRED SURFACES OF BEAM OF ACCESS HOLES PRIOR TO GROUTING, VERFIY THAT THE FOLLOWING ARE IN COMPLIANCE !ml A _ _ _ el" COPES AND ACCESS WELDED ATTACHMENTS 100% MT OR PT - - GROUT SPACE VERIFY GROUT SPACE IS FREE OF MORTAR ` HOLES WHEN MATERIAL - MATERIAL IDENTIFICATION AISC 360, - TMS 602, Art. `r THICKNESS EXCEEDS 2 OBSERVE CHAPTER N P DROPPINGS AND DEBRIS, AND CLEANOUTS ` - PRIOR TO WELDING VERIFY FILLER MATERIALS, WELDING 3.2D AND 3.2F — — - -— — - AWS Dl.1/D1.3 PROCEDURES, WELDER QUALIFICATIONS, AND INCHES - WELDER IDENTIFICATION AISC 360, PROVIDED AS REQUIRED k 4 "-` H I P MANUFACTURER'S CERTIFICATE OF... - SHEAR CONNECTOR, SYSTEM OBSERVE CHAPTER N - - GRADE, TYPE, SIZE OF VERIFY TYPE, FINISH, DIAMETER, LENGTH, ARCH I T E C T S - DURING WELDING P AWS Dl.3 - HEADED ANCHOR STUDS, 2 BEND TESTS BEND TEST: PER AWS D1.1 BENT STUD (TORQUE REINFORCEMENT AND TMS 602 Art. 2.4 QUANTITY, EMBEDMENT LENGTH, SPACING AND DEFORMED ANCHOR AT START OF AWS D1.1 TEST FOR THREADED STUDS) ACCEPTANCE DURING WELDING ANCHOR BOLTS P AND 3.4 EDGE DISTANCE. VERIFY GROUT SPACE 2901 Blake Street, Suite 100 - AFTER WELDING 100% VISUAL AWS D1.3 - EACH SHIFT, 1% SECTION 7 CRITERIA. RING TEST: STRIKE WITH HAMMER. AROUND ANCHORS IN FACE SHELL Denver Denver, Co 80205 STUDS, THREADED... - USE OF QUALIFIED WELDERS AISC 360, 303.861.8555 - CORROSION RESISTANCE WELDED AREAS ARE TO BE TREATED WITH BEND TEST,... IF THE STUD RINGS, STUD IS ACCEPTABLE. IF... OBSERVE CHAPTER N _ - PLACEMENT OF TREATMENT P - APPROVED TREATMENT TO MATCH CORROSION REINFORCEMENT AND VERIFY TYPE, SIZE, QUANTITY, LOCATION, Consultant RESISTANCE OF AFFECTED AREA FRAMING - CONTROL AND HANDLING OF OBSERVE AISC 360, - CONNECTORS (REBAR SPACING, COVER, SPLICE LENTGH, SPLICE WELDING CONSUMABLES CHAPTER N TMS 602, Art. 3.2E LOCATION, SURFACE CONDITION, SUPPORT, MARTIN/MARTIN - SHAPES EXCEEDING 1 1/2 NOT REQUIRED FOR STEEL PRODUCED IN USA. JOINT REINFORCEMENT, P AND 3.34.4 AND SECURING. SEE STRUCTURAL CONCRETE CONSULTING ENGINEERS SCREWED ATTACHMENTS ASTM A898 - NO WELDING OVER CRACKED AISC 360, AND TIES) 12499 WEST COLFAX AVENUE,LAKEWOOD,COLORADO 80215 INCHES THICK, LOADED 100% (LEVEL 1 CRITERIA TO BE MET 6 INCHES ABOVE AND TACK WELDS OBSERVE CHAPTER N - TABLE FOR FIELD BENDING, COATED MAIN 303.431.6100MARTINMARTIN.COM - FASTENER P - VERIFY TYPE, DIAMETER, LENGTH, SPACING IN TENSION IN THE CRITERIA) BELOW EACH WELD. REQUIRED WHERE NOTED REINFORCEMENT, AND MECHANICAL... AND EDGE DISTANCES THROUGH-THICKNESS AS 'TTT' IN DRAWINGS - ENVIRONMENTAL CONDITIONS, OBSERVE AISC 360, _ - SCREW PENETRATION VERIFY MATERIALS HAVE BEEN DRAWN - PLATES EXCEEDING 3/4 AND WPS FOLLOWED CHAPTER N - PROPORTIONS OF SITE P TMS 602, Art. 2.6B ASTM C476 TOGETHER AND SCREWS ARE FULLY DRIVEN INCH, LOADED IN NOT REQUIRED FOR STEEL PRODUCED IN USA. - WELDING TECHNIQUES - SINGLE AISC 360, -PREPARED GROUT P - ANY DISCONTINUITY CAUSING A TOTAL LOSS OF WITH A MINIMUM PENETRATION OF 3 THREADS TENSION IN THE OBSERVE - BACK REFLECTION THAT CANNOT BE PASS WELDS CHAPTER N - MIX DESIGN FOR EACH TRUCK THROUGH THE LAST MATERIAL JOINED THROUGH-THICKNESS 100% ASTM A435 CONTAINED WITHIN A CIRCLE 3 INCHES IN - WELDING TECHNIQUES - AISC 360, OFF-SITE PREPARED... - - - DAMAGED SCREWS NO POPPED SCREW HEADS OR STRIPPED DIRECTION IN TEE AND DIAMETER SHALL BE REJECTED. REQUIRED MULTI-PASS WELDS OBSERVE CHAPTER N - CONSTRUCTION OF D P - SCREWS ARE PERMITTED. ALL DAMAGED CORNER JOINTS WHERE NOTED AS 'TTT' IN DRAWINGS MORTAR JOINTS P TMS 602, Art. 3.3B - D SCREWS SHALL BE REPLACED AFTER WELDING EMBEDDED PLATE VERIFY DURING CONSTRUCTION - COLD FORMED STEEL VERIFY TYPE, NUMBER OF FASTENERS, AND ASSEMBLIES WITH NOT REQUIRED FOR STEEL PRODUCED IN USA. - WELDS CLEANED OBSERVE AISC 360, _ I ASSEMBLIES P ICC-ES REPORT INSTALLATION IN CONFORMANCE WITH ICC-ES 100% UT TEST ALONG CENTERLINE OF PLATE WIDTH CHAPTER N - SIZE AND LOCATION OF PLATES EXCEEDING 3/4 AFTER WELDING P TMS 602, Art. 3.3F - REPORT INCH - SIZE, LENGTH, AND LOCATION AISC 360, STRUCTURAL ELEMENTS POWER-ACTUATED FASTENERS OF WELDS PERFORM CHAPTER N - - TYPE, SIZE, AND UT- ULTRASONIC TESTING - WELDS MEET VISUAL WHERE INSPECTOR OBSERVES LOCATION OF ANCHORS, - PRIOR TO INSTALLATION FIRST OF EACH MT- MAGNETIC PARTICLE TESTING AISC 360, INCLUDING OTHER Qpo.REGIs; FASTENER TYPE VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND ACCEPTANCE CRITERIA QUESTIONABLE WELDS, oQ.•�, mo ,e ICC-ES REPORT PT- PENETRANT TESTING PERFORM CHAPTER N, DETAILS OF ANCHORAGE . "c::-/„.°\‘• <<oaFo �i AND BASE BASE MATERIAL NON-DESTRUCTIVE TESTING SHALL BE - - sQ SFRS - SEISMIC FORCE RESISTING SYSTEM... AWS Dl.1 OF MASONRY TO Pi `':C �: