The URL can be used to link to this page

Home My WebLink AboutB17-0092_S-002_1503950591.pdfSTATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1) GENERAL: 1A)SCOPE OF WORK - THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. - SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2015 SECTION 110. - REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY CONTROL. - REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING THAT MAY BE REQUIRED. - SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO THESE DOCUMENTS. 1B)DEFINITIONS - SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. - SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2015 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. - (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. - (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. 1C)DEFICIENCIES IN WORK - CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. - ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. 2) SHOP FABRICATIONS: 2A)GENERAL - PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT OR THE AUTHORITY HAVING JURISDICTION HAS APPROVED FABRICATORS PARTICIPATING IN THE AISC CERTIFICATION PROGRAM AND DESIGNATED AS AN AISC CERTIFIED PLANT, CATEGORY STD. - SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED. - AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2015 SECTION 1704.2.5.1. - APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. 2B)SHOP FABRICATIONS INCLUDED - SHOP FABRICATED STRUCTURAL STEEL INCLUDING STAIRS AND RAILING ELEMENTS 2901 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 No. Sheet Information Project Information Issuance Date Consultant CENTRAL WING RENOVATION PERMIT RESUBMISSION 07/11/17 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: 7/10/2017 10:26:58 AM C:\Proj\16.0188 - VVMC CENTRAL ENABLING - RS17_jschmidt.rvt C:\Proj\16.0188 - VVMC CENTRAL ENABLING -RS17_jschmidt.rvt 16.0188.S.01 S-002 VAIL VALLEY MEDICAL CENTER 180 S. Frontage Road West, Vail, CO 81657 QUALITY ASSURANCE Michael Renes Michael Renes Shane McCormick 16.0188.S.01 Shane McCormick - CURE TIME 100% VISUAL -VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO APPLICATION OF TORQUE OR LOAD TO... - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL - VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE - DURING INSTALLATION OF ANCHOR C ICC-ES REPORT CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR... - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY - PRIOR TO START OF WORK - ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL - VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE - DURING INSTALLATION OF ANCHOR C ICC-ES REPORT CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR... - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY MAXIMUM IMPACT WRENCH TORQUE... - PRIOR TO START OF WORK - ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS ITEM FREQUENCY STANDARD CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS 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 7/11/17 08/28/17