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HomeMy WebLinkAboutB16-0031_S002_1480363495.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 1705 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. ITEM FREQUENCY STANDARD SUBGRADE CRITERIA - EXCAVATION P VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL -- SOILS SPECIAL INSPECTIONS - BEARING MATERIAL P VERIFY BEARING MATERIAL IS ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY SOILS REPORT CONTROLLED FILL - PLACEMENT C VERIFY USE OF PROPER MATERIALS, DENSITIES, COMPACTION, AND LIFT THICKNESSES -- - PRIOR TO PLACEMENT P VERIFY SUBGRADE HAS BEEN PROPERLY PREPARED -- SOILS SPECIAL INSPECTION NOTES: 1. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS. 2. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL STEEL SPECIAL INSPECTIONS DURING WELDING P --AWS D1.1 - SINGLE PASS FILLET WELD < 5/16" C --AWS D1.1 - PARTIAL PENETRATION GROOVE WELD C --AWS D1.1 - COMPLETE PENETRATION GROOVE WELD P VERIFY TYPE, SIZE, SPACING, AND LOCATIONS AWS D1.1 - SHEAR CONNECTOR, HEADED ANCHOR STUD (HAS) AND DEFORMED ANCHOR STUD (DAS) AFTER WELDING 100% VISUAL --AWS D1.1 - SINGLE PASS FILLET WELD < 5/16" 100% VISUAL VERIFY TYPE, SIZE, SPACING, AND LOCATIONS AWS D1.1 - SHEAR CONNECTOR, HEADED ANCHOR STUD (HAS) AND DEFORMED ANCHOR STUD (DAS) - DURING ERECTION P VERIFY INSTALLATION OF BRACING AND STIFFENING, MEMBER LOCATIONS, AND CONNECTIONS. REPORT ANY OBSERVATION OF KINKS, BENDS, OR OTHER DAMAGE. -- FRAMING ITEM FREQUENCY STANDARD WELDING CRITERIA/REMARKS - PARTIAL PENETRATION GROOVE WELD 100% NOT REQUIRED FOR SHOP WELDS PERFORMED BY AN APPROVED FABRICATOR ULTRASONIC OR RADIO GRAPHIC STRUCTURAL STEEL TESTING 100% [FREQUENCY MAY BE REDUCED TO 10% WHERE WORK IS PERFORMED BY AN APPROVED FABRICATOR] ULTRASONIC OR RADIO GRAPHIC - COMPLETE PENETRATION GROOVE WELD 1% BEND TEST, 100% RING TEST 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 AWS D1.1 BEND TEST. AWS D1.1 SECTION 7 - SHEAR CONNECTOR, HEADED ANCHOR STUD (HAS), DEFORMED ANCHOR STUD (DAS), THREADED STUDS - FILLET WELD WELDS NOT PASSING VISUAL INSPECTION NOT REQUIRED FOR SHOP WELDS PERFORMED BY AN APPROVED FABRICATOR ASTM E709 MAGNETIC PARTICLE 100% -- ASTM E709 MAGNETIC PARTICLE - END OF WELD FROM WHICH WELD TAB HAS BEEN REMOVED STRUCTURAL STEEL TESTING NOTES: 1. THE WELDING INSPECTOR SHALL HAVE THE AUTHORITY TO REJECT WELDMENTS. SUCH REJECTION MAY BE BASED ON VISUAL INSPECTION WHERE IN THE INSPECTOR'S OPINION THE WELDMENT WOULD NOT PASS A MORE DETAILED INVESTIGATION. 2. IF DEFICIENT WELDS ARE DISCOVERED, THE REMAINING UNINSPECTED WELDS SHALL RECEIVE SUCH ULTRASONIC OR MAGNETIC PARTICLE TESTING AS MAY BE REQUIRED BY THE ARCHITECT AND ENGINEER. ALL COST OF ADDITIONAL TESTING SHALL BE BORNE BY THE CONTRACTOR. 3. REPORTS OF WELD TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DESCRIPTION OF EACH WELD, IDENTIFYING MARK OF THE RESPONSIBLE WELDER, CRITIQUE OF DEFECTS NOTED BY VISUAL INSPECTION OR TESTING, STATEMENT OF ACCEPTABILITY PER AWS STANDARDS. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:31 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S002 REIMERS RESIDENCE QA NOTES KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/2016 - 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 09/16/2016 11/28/16