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Home My WebLink AboutB17-0340_S-002-2_1507837284.pdf2901 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Denver 1 A B C D E 2 3 4 5 6 A B C D E 1 2 3 4 5 6 DPA Project: Sheet Number: COPYRIGHT - DAVIS PARTNERSHIP, P.C. Sheet Title: Revisions Date Sheet Information Project Information Issuance Consultant EAST WING ENABLING 6/30/2017 2:53:47 PM 16.0188.S.01 S-002-2 QUALITY ASSURANCE 06/30/17 PERMIT VAIL VALLEY MEDICAL CENTER 180 S. Frontage Road West, Vail, CO 81657 - OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS P TMS 602, Art. 1.4B ASTM C1019, ASTM C1314 - PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING HOT... P TMS 602, Art. 1.8C AND 1.8D REQUIRED WHEN AIR TEMPERATURE IS BELOW 40°F OR ABOVE 90°F - WELDING OF REINFORCEMENT C PER STRUCTURAL... - - TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER... P - - - SIZE AND LOCATION OF STRUCTURAL ELEMENTS P TMS 602, Art. 3.3F - VERIFY DURING CONSTRUCTION - CONSTRUCTION OF MORTAR JOINTS P TMS 602, Art. 3.3B - - MIX DESIGN FOR OFF-SITE PREPARED... EACH TRUCK - - - PROPORTIONS OF SITE -PREPARED GROUT P TMS 602, Art. 2.6B ASTM C476 - PLACEMENT OF REINFORCEMENT AND CONNECTORS (REBAR, JOINT REINFORCEMENT, AND TIES) P TMS 602, Art. 3.2E AND 3.34.4 VERIFY TYPE, SIZE, QUANTITY, LOCATION, SPACING, COVER, SPLICE LENTGH, SPLICE LOCATION, SURFACE CONDITION, SUPPORT, AND SECURING. SEE STRUCTURAL CONCRETE TABLE FOR FIELD BENDING, COATED REINFORCEMENT, AND MECHANICAL... - GRADE, TYPE, SIZE OF REINFORCEMENT AND ANCHOR BOLTS P TMS 602 Art. 2.4 AND 3.4 VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCE. VERIFY GROUT SPACE AROUND ANCHORS IN FACE SHELL - GROUT SPACE P TMS 602, Art. 3.2D AND 3.2F VERIFY GROUT SPACE IS FREE OF MORTAR DROPPINGS AND DEBRIS, AND CLEANOUTS PROVIDED AS REQUIRED PRIOR TO GROUTING, VERFIY THAT THE FOLLOWING ARE IN COMPLIANCE - LOCATION OF REINFORCEMENT AND CONNECTORS P TMS 602, Art.3.4 - - CONSTRUCTION OF MORTAR JOINTS P TMS 602, Art. 3.3B - - PROPORTIONS OF SITE-PREPARED MORTAR P TMS 602, Art. 2.1 AND 2.6A - AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE - VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS P TMS 602, Art 1.5 - ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL MASONRY SPECIAL INSPECTIONS (LEVEL B) - WELDING REINFORCEMENT, BOLTS, AND... - - PER STRUCTURAL STEEL TESTING - SELF-CONSOLIDATING GROUT SLUMP FLOW EACH TRUCK ASTM C1611 VERIFY SLUMP FLOW AND VISUAL STABILTY INDEX ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL MASONRY TESTING (LEVEL B) - AFTER INSTALLATION 100% VISUAL - VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND FASTENER HEAD STAND-OFF IS ACCEPTABLE (FULLY DRIVEN) - DURING INSTALLATION P ICC-ES REPORT - - PRIOR TO INSTALLATION FIRST OF EACH FASTENER TYPE AND BASE MATERIAL ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL POWER-ACTUATED FASTENERS - COLD FORMED STEEL ASSEMBLIES P ICC-ES REPORT VERIFY TYPE, NUMBER OF FASTENERS, AND INSTALLATION IN CONFORMANCE WITH ICC-ES REPORT - DAMAGED SCREWS P - NO POPPED SCREW HEADS OR STRIPPED SCREWS ARE PERMITTED. ALL DAMAGED SCREWS SHALL BE REPLACED - SCREW PENETRATION P - VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND SCREWS ARE FULLY DRIVEN WITH A MINIMUM PENETRATION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED - FASTENER P -VERIFY TYPE, DIAMETER, LENGTH, SPACING AND EDGE DISTANCES SCREWED ATTACHMENTS - CORROSION RESISTANCE TREATMENT P - WELDED AREAS ARE TO BE TREATED WITH APPROVED TREATMENT TO MATCH CORROSION RESISTANCE OF AFFECTED AREA - AFTER WELDING 100% VISUAL AWS D1.3 - - DURING WELDING P AWS D1.3 - - PRIOR TO WELDING - AWS D1.1/D1.3 VERIFY FILLER MATERIALS, WELDING PROCEDURES, WELDER QUALIFICATIONS, AND MANUFACTURER'S CERTIFICATE OF... WELDED ATTACHMENTS - PUNCHOUTS P - VERIFY SPACING REQUIREMENTS FROM BEARINGS AND CONNECTIONS AND REINFORCING IS USED WHERE REQUIRED - SPLICING P - NO SPLICING OF STRUCTURAL MEMBERS PERMITTED UNLESS SPECIFIED ON THE CONSTRUCTION DOCUMENTS - FIELD CUTS AND NOTCHES P -NO CUTS OR NOTCHES THROUGH SECTION FLANGES PERMITTED - BRIDGING AND BLOCKING P - VERIFY TYPE, LOCATION, AND ATTACHMENT - MEMBERS AND CONNECTIONS P - VERIFY TYPE, SIZE, LOCATION, SPACING FRAMING ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL COLD FORMED STEEL SPECIAL INSPECTIONS(2) 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 MEMBER OR JOINT - 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 - DURING BOLTING - 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 - - FASTENERS MARKS IN ACCORDANCE WITH ASTM REQUIREMENTS OBSERVE AISC 360, CHAPTER N - - REVIEW MANUFACTURER CERTIFICATIONS FOR FASTENER MATERIALS PERFORM 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 PERFORMED - 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 SFRS - SEISMIC FORCE RESISTING SYSTEM... 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... 100% UT FREQUENCY MAY BE REDUCED IN ACCORDANCE WITH AISC 360, CHAPTER N - 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. [DESIGNER NOTE - FOR... WELDING ITEM FREQUENCY STANDARD CRITERIA/REMARKS STRUCTURAL STEEL TESTING 6/30/17 10/12/17