HomeMy WebLinkAboutB17-0092_S-002_1498849140.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 03/10/17
MM JOB #: PRINCIPAL:
EOR: PROJECT
MANAGER:
DESIGNERS:
DATE
PRINTED:
FILE PATH:
3/9/2017
3:59:47 PM
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CENTRAL
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16.0188.S.01
S-002
VAIL
VALLEY
MEDICAL
CENTER
180 S. Frontage
Road W. Vail, CO 81656
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 ANCHOR
- 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
EMBEDMENT, EDGE DISTANCES AND SPACING
- 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
EMBEDMENT, EDGE DISTANCES AND SPACING
- 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
RATING FOR SCREW ANCHORS
- 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 FASTENERS
- 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 SEQUENCE
- 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
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 STUDS
2 BEND TESTS AT
START OF EACH
SHIFT, 1% BEND
TEST, 100% RING
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 STUD
DOES NOT RING, PERFORM BEND TEST
- 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 GREATER
100% UT
FREQUENCY MAY BE REDUCED IN ACCORDANCE
WITH AISC 360, CHAPTER N
- COMPLETE JOINT
PENETRATION GROOVE
WELDS FOR MATERIAL
5/16" THICK AND GREATER
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 USE IN RISK
CAT II STRUCTURES ONLY.]
WELDING
ITEM FREQUENCY STANDARD CRITERIA/REMARKS
STRUCTURAL STEEL TESTING
06/30/17