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Home My WebLink AboutS003.pdfSTATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1. GENERAL: 1A.SCOPE OF WORK - MARTIN/MARTIN RECOMMENDS THAT THE OWNER 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 2012 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 2012 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. - 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 2012 SECTION 1704.2.5.2. - 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 - [STRUCTURAL PRECAST CONCRETE] - PRE-FABRICATED WOOD STRUCTURAL ELEMENTS - SHOP FABRICATED STEEL CONNECTIONS FOR STRUCTURAL WOOD CONNECTIONS 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 REINFORCING STEEL CRITERIA - DURING PLACEMENT P VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT. ACI 318 3.5,7.1-7.7 - WELDING C VERIFY ASTM A706 REINFORCING STEEL.AWS D1.4 - FIELD BENDING P --ACI 301 3.3.2.8 BOLTS AND EMBEDMENTS CONCRETE - MIX DESIGN EACH TRUCK VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD -- - PLACEMENT OF CONCRETE C ACI 318 5.9-5.10 - CURING P ACI 318 5.11-5.13 STRUCTURAL CONCRETE SPECIAL INSPECTIONS - PRIOR TO PLACEMENT OF CONCRETE 100% VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY USE OF PLACING TEMPLATE WHERE SPECIFIED. -- - WELDING -- INSPECT PER THE STRUCTURAL STEEL TABLE-- - FORMWORK PRIOR TO PLACEMENT OF CONCRETE P INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, COLUMN, STRUCTURAL SLAB, SLAB-ON- DECK, ETC.) ACI 318 6.1.1 - PRIOR TO PLACEMENT OF CONCRETE 100% -- -- ITEM FREQUENCY STANDARD REINFORCING STEEL, BOLTS AND EMBEDMENTS CRITERIA - WELDING -- PER STRUCTURAL STEEL TESTING-- CONCRETE - AIR CONTENT WHEN AIR ENTRAINMENT IS SPECIFIED EACH COMPOSITE SAMPLE --ASTM C231 PRESSURE METHOD STRUCTURAL CONCRETE TESTING - COMPOSITE SAMPLE OBTAIN AT POINT OF PLACEMENT. FOR DRILLED PIERS OBTAIN NEAR BEGINNING OF LOAD PRIOR TO PLACEMENT IN SHAFT. ADJUST FREQUENCY AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL TESTS PER MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD. ASTM C172 - SLUMP EACH COMPOSITE SAMPLE SPECIFIED SLUMP SHALL BE AS SUMBITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. ASTM C143 1. f'c < 5000 PSI 100 CY/MIX/DAY - TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE. ASTM C1064 - COLD WEATHER CURING -- RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD. ASTM C1074 - COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND TWO CYLINDER SPECIMENS AT 28 DAYS. IF DESIGN STRENGTH IS NOT ACHIEVED AT 28 DAYS, TEST REMAINING CYLINDER AT 56 DAYS. ACCEPTANCE CRITERIA PER ACI 318. ASTM C31 (6x12 SPECIMENS) AND ASTM C39 STRUCTURAL CONCRETE TESTING NOTES: 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. ITEM FREQUENCY STANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS. ICC-ES REPORT POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE - DURING INSTALLATION OF ANCHOR C CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING. ICC-ES REPORT - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE. -- - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. ICC-ES REPORT - DURING INSTALLATION OF ANCHOR C CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING. ICC-ES REPORT - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE. -- - PRIOR TO START OF WORK -- REVIEW CONTRACTOR'S INSTALLATION PROCEDURE. ICC-ES REPORT - PRIOR TO START OF WORK -- REVIEW CONTRACTOR'S INSTALLATION PROCEDURE. ICC-ES REPORT - CURE TIME 100% VISUAL VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO APPLICATION OF TORQUE OR LOAD TO ANCHOR. -- Project number Date Drawn by MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015 C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:34 PMS003 QUALITY ASSURANCE M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015 KH STRUCTURAL STEEL INSPECTIONS ITEM INSPECTION TASK STANDARD CRITERIA/REMARKS PRIOR TO WELDING REVIEW WELDING PROCEDURE SPECIFICATIONS PERFORM AISC 360, CHAPTER N FIT UP OF WELDS, INCLUDING JOINT GEOMETRY, AND CONFIGURATIONS OBSERVE AISC 360, CHAPTER N MATERIAL IDENTIFICATION OBSERVE AISC 360, CHAPTER N WELDER IDENTIFICATION SYSTEM OBSERVE AISC 360, CHAPTER N DURING WELDING USE OF QUALIFIED WELDERS OBSERVE AISC 360, CHAPTER N CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE AISC 360, CHAPTER N NO WELDING OVER CRACKED TACK WELDS OBSERVE AISC 360, CHAPTER N ENVIRONMENTAL CONDITIONS, AND WPS FOLLOWED OBSERVE AISC 360, CHAPTER N WELDING TECHNIQUES - SINGLE PASS WELDS OBSERVE AISC 360, CHAPTER N WELDING TECHNIQUES - MULTI-PASS WELDS OBSERVE AISC 360, CHAPTER N AFTER WELDING WELDS CLEANED OBSERVE AISC 360, CHAPTER N SIZE, LENGTH, AND LOCATION OF WELDS 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 ARC STRIKES PERFORM AISC 360, CHAPTER N K-AREA PERFORM AISC 360, CHAPTER N REPAIR ACTIVITIES PERFORM AISC 360, CHAPTER N DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT PERFORM AISC 360, CHAPTER N PRIOR TO BOLTING PROPER FASTENERS AND BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE AISC 360, CHAPTER N CONNECTING ELEMENTS MEET REQUIREMENTS, INCLUDING HOLE PREPARATION AND FAYING SURFACE OBSERVE AISC 360, CHAPTER N PRE-INSTALLATION VERIFICATION TESTING OBSERVE AISC 360, CHAPTER N NOT APPLICABLE FOR SNUG TIGHT JOINTS PROPER STORAGE FOR FASTENER COMPONENTS OBSERVE AISC 360, CHAPTER N DURING BOLTING FASTENERS PLACED IN ALL HOLES AND POSITIONED AS REQUIRED OBSERVE AISC 360, CHAPTER N AFTER BOLTING DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT No. Description Date PERMIT SET 07.02.2015