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HomeMy WebLinkAboutB16-0254_S002_signed_1507144320.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 ARCH 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. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2017 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: 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: 9/13/2017 9:45:33 AM C:\Proj\MS17.0085-Doubletree Vail Roof Investigation and Repair-RS16_KMertens.rvt S002 DOUBLETREE VAIL SKI STORAGE AND VESTIBULE 2211 NORTH FRONTAGE ROAD WEST VAIL, CO 81657 QUALITY ASSURANCE KPM KPM SJM MS17.0085.S.03 MS17.0085.S.03 09/15/2017 SJM - TORQUE TEST WHERE INDICATED - TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS ITEM FREQUENCY STANDARD CRITERIA POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING - 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 - CURING P ACI 318 5.11-5.13 - - PLACEMENT OF CONCRETE C ACI 318 5.9-5.10 - - FORMWORK PRIOR TO PLACEMENT OF CONCRETE P ACI 318 6.1.1 INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, COLUMN, STRUCTURAL SLAB, SLAB-ON-DECK, ETC.) - MIX DESIGN EACH TRUCK -VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD CONCRETE - WELDING - - INSPECT PER THE STRUCTURAL STEEL TABLE - 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 BOLTS AND EMBEDMENTS - MECHANICAL CONNECTORS C ICC-ES REPORT - - COATED REINFORCING P ACI 301 3.2.1.2 - - FIELD BENDING P ACI 301 3.3.2.8 - - WELDING C AWS D1.4 VERIFY ASTM A706 REINFORCING STEEL - PRIOR TO PLACEMENT OF CONCRETE 100% - DURING PLACEMENT P ACI 318 3.5, 7.1-7.7 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT REINFORCING STEEL ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE SPECIAL INSPECTIONS (ACI 318-08/11) 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. 1.NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. STRUCTURAL CONCRETE TESTING NOTES: - COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE ASTM C31 ASTM C39 EITHER: (4)6x12 OR (6)4x8 CYLINDERS TEST PER SCHEDULE BELOW: - 7 DAYS: (1)6x12 OR (1)4x8 - 28 DAYS: (2)6x12 OR (3)4x8 - 56 DAYS: (1)6x12 OR (2)4x8 (IF 28 DAY TESTS DO NOT ACHIEVE SPECIFIED 28 DAY STRENGTH) ACCEPTANCE CRITERIA PER ACI 318 - COLD WEATHER CURING - ASTM C1074 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 - TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE... ASTM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE - AIR CONTENT WHEN AIR ENTRAINMENT IS SPECIFIED AND LIGHTWEIGHT CONCRETE EACH COMPOSITE SAMPLE ASTM C231 PRESSURE METHOD - - SLUMP EACH COMPOSITE SAMPLE ASTM C143 SPECIFIED SLUMP SHALL BE AS SUMBITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE 3. DRILLED PIERS EACH SHAFT 1. f'c < 5000 PSI 100 CY/MIX/DAY - COMPOSITE SAMPLE ASTM C172 OBTAIN AT POINT OF PLACEMENT CONCRETE - WELDING - - PER STRUCTURAL STEEL TESTING REINFORCING STEEL, BOLTS AND EMBEDMENTS ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE TESTING 2.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. 1.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS. SOILS SPECIAL INSPECTION NOTES: - PLACEMENT C -VERIFY USE OF PROPER MATERIALS, DENSITIES, COMPACTION, AND LIFT THICKNESSES - PRIOR TO PLACEMENT P -VERIFY SUBGRADE HAS BEEN PROPERLY PREPARED CONTROLLED FILL - BEARING MATERIAL P SOILS REPORT VERIFY BEARING MATERIAL IS ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY - EXCAVATION P - VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL SUBGRADE ITEM FREQUENCY STANDARD CRITERIA SOILS SPECIAL INSPECTIONS NO ISSUE DATE CCD-06, Revision 10 09/15/2017 09/15/2017 10/04/17