HomeMy WebLinkAboutB17-0092_S-002_1508947721.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
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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
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16.0188.S.01
S-002VAIL VALLEY
MEDICAL
CENTER
180 S. Frontage
Road West,
Vail, CO 81657QUALITY 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
10/25/17