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Home My WebLink AboutB17-0340_S-002-1_1507837260.pdf 1 2 3 4 5 6 - POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS STRUCTURAL CONCRETE SPECIAL INSPECTIONS (ACI 318-08/11) QUALITY ASSURANCE GENERAL NOTES STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING ,-,,55. ji1:10 ITEM FREQUENCY STANDARD CRITERIA ITEM FREQUENCY STANDARD CRITERIA _ 10/12/17 EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS REINFORCING STEEL 1) GENERAL: _ 1A)SCOPE OF WORK - PRIOR TO START OF REVIEW CONTRACTOR'S INSTALLATION - DURING PLACEMENT - THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL WORK - ICC-ES REPORT PROCEDURE P VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. ACI 318 3.5, LOCATION, SPACING, COVER, HOOK LENGTHS, - [SPECIAL INSPECTIONS AND TESTING INCLUDE THE ADDITIONAL STRUCTURAL SPECIAL INSPECTION - PRIOR TO INSTALLATION - PRIOR TO PLACEMENT 7.1-7.7 SPLICE LENGTH, SPLICE LOCATIONS, BEND ■ OF ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND 100% DIAMETERS, COATING, SURFACE CONDITION,... AND TESTING REQUIREMENTS FOR SEISMIC AND/OR WIND RESISTANCE.] I ■ I U BASE MATERIAL. VERIFY SOLID GROUTED AREA OF CONCRETE - SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION EACH ANCHOR ICC-ES REPORT AROUND ANCHORS IN GROUTED MASONRY. - WELDING C AWS D14 VERIFY ASTM A706 REINFORCING STEEL REQUIRED BY IBC 2015 SECTION 110. Iii - VERIFY MAXIMUM IMPACT WRENCH TORQUE... . REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY E - FIELD BENDING P ACI 301 3.3.2.8 - ASSURANCE AND QUALITY CONTROL. E IU - DURING INSTALLATION - REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL OF ANCHOR CONTINUOUS INSPECTION REQUIRED - COATED REINFORCING P ACI 301 3.2.1.2 - INSPECTION AND TESTING THAT MAY BE REQUIRED. MIMI C ICC-ES REPORT REGARDLESS IF PERIODIC INSPECTION IS —- MECHANICAL - SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK U PERMITTED BY ICC-ES REPORT. VERIFY HOLE C ICC-ES REPORT - ADDED BY AMENDMENTS TO THESE DOCUMENTS. III i DIMENSIONS, HOLE CLEANING, ANCHOR... CONNECTORS - AFTER INSTALLATION OF VERIFY NUMBER, EDGE DISTANCES, BOLTS AND EMBEDMENTS 1 B)DEFINITIONS �� _ _ "�1' AND - SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY = = = = = - - - v - ATTACHED ASSEMBLY 100% VISUAL - ANCHOR FLUSH WITH AND PERPENDICULAR TO - PRIOR TO PLACEMENT VERIFY TYPE, FINISH, DIAMETER, LENGTH, HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. `r' - THE RECEIVING SURFACE OF CONCRETE 100% - QUANTITY, EMBEDMENT LENGTH, SPACING AND - SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2015 _ EDGE DISTANCES. VERIFY USE OF PLACING H I ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE TEMPLATE WHERE SPECIFIED SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED - l t k—X STANDARDS. ARCHITECT S - PRIOR TO START OF ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION - WELDING - - INSPECT PER THE STRUCTURAL STEEL TABLE - (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL WORK - PROCEDURE INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE 2901 Blake Street, Suite 100 - PRIOR TO INSTALLATION CONCRETE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE Denver Denver, co 80205 OF ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND - MIX DESIGN VERIFY USE OF APPROVED DESIGN MIXTURE COMPLETION OF THE WORK. 303.861.8555 EACH ANCHOR ICC-ES REPORT BASE MATERIAL. VERIFY SOLID GROUTED AREA EACH TRUCK - FOR EACH TRUCK LOAD - (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK Consultant AROUND ANCHORS IN GROUTED MASONRY BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING '- FORMWORK PRIOR TO INSPECT FIRST POUR OF EACH TYPE (GRADE PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE MARTIN/MARTIN - DURING INSTALLATION CONTINUOUS INSPECTION REQUIRED PLACEMENT OF P ACI 318 6.1.1 BEAM, COLUMN, STRUCTURAL SLAB, CONSULTING ENGINEERS WORK. OF ANCHOR CONCRETE SLAB-ON-DECK, ETC.) 12499 WEST COLFAX AVENUE,LAKEWOOD,COLORADO 80215 C ICC-ES REPORT REGARDLESS IF PERIODIC INSPECTION IS MAIN 303.431.6100MARTINMARTIN.COM PERMITTED BY ICC-ES REPORT. VERIFY HOLE - PLACEMENT OF 1C)DEFICIENCIES IN WORK DIMENSIONS, HOLE CLEANING, ANCHOR... CONCRETE C ACI 318 5.9-5.10 - - CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. - AFTER INSTALLATION OF - CURING P ACI 318 5.11-5.13 - - ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY ATTACHED ASSEMBLY VERIFY NUMBER, EDGE DISTANCES, AND - SHORE/FORM REMOVAL P ACI 318 6.2 FOR BEAMS AND STRUCTURAL SLABS THE CONTRACTOR. 100% VISUAL - ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE 2) SHOP FABRICATIONS: - CURE TIME VERIFY FULL CURE TIME HAS ELAPSED PRIOR 2A)GENERAL D 100% VISUAL - STRUCTURAL CONCRETE TESTING - PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND D TO APPLICATION OF TORQUE OR LOAD TO... ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND ITEM FREQUENCY STANDARD CRITERIA TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING REINFORCING STEEL, BOLTS AND EMBEDMENTS CURRENT ICC-ES EVALUATION REPORT. THE AUTHORITY HAVING JURISDICTION HAS APPROVED FABRICATORS PARTICIPATING IN THE AISC CERTIFICATION PROGRAM AND DESIGNATED AS AN AISC - WELDING - - PER STRUCTURAL STEEL TESTING CERTIFIED PLANT, CATEGORY STD. ITEM FREQUENCY STANDARD CRITERIA - SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP _ CONCRETE =n REG/s` EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND oQQ�.�•... F��o14+ - COMPOSITE SAMPLE APPROVED. %OW `oma•• - TORQUE TEST TEST ANCHOR WITH CALIBRATED TORQUE - AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF • 7 1. fc < 5000 PSI 100 CY/MIX/DAY OBTAIN AT POINT OF PLACEMENT. FOR DRILLED , 333x4 100% - WRENCH TO 100% OF THE INSTALLATION PIERS OBTAIN NEAR BEGINNING OF LOAD PRIOR COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2015 SECTION 1704.2.5.1. .�• . TORQUE NOTED IN ICC-ES REPORT. ATTAIN 2. fc >_ 5000 PSI AND - APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE sl .,•,. 5/1.:•�``% 50 CY/MIX/DAY TO PLACEMENT IN SHAFT. ADJUST FREQUENCY �I •••..•• ,; SPECIFIED TORQUE WITHIN 1/2 TURN OF THE... SHOTCRETE ASTM C172 TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR ��; S/php�.�� AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE ��` ` ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE 3. DRILLED PIERS TESTS PER MIX BUT NOT MORE THAN ONE - TENSION TEST EACH SHAFT SAMPLE PER TRUCK LOAD TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. TEST THE INSTALLATION OF THE FIRST 3 OF 2B)SHOP FABRICATIONS INCLUDED EACH TYPE, BASE MATERIAL, AND POSITION - SLUMP/SLUMP FLOW ASTM C143 SPECIFIED SLUMP SHALL BE AS SUMBITTED IN - SHOP FABRICATED METAL WALL PANELS FIRST 3 AND 1% ASTM E488 (DOWN, HORIZONTAL, OVERHEAD). OBSERVE EACH (SLUMP) OR THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL Issuance OF REMAINING STATIC TENSION ASTM E488 MINIMUM EDGE DISTANCES FOR COMPOSITE ASTM C1611 TESTS WHEN CONCRETE CONSISTENCY DETERMINING TEST LOCATIONS. SUBMIT SAMPLE (SLUMP FLOW) APPEARS TO CHANGE PERMIT 06/30/17 PROPOSED TEST LOCATIONS AND REQUESTS FOR REQUIRED... - AIR CONTENT WHEN AIR ASTM C231 ENTRAINMENT IS EACH PRESSURE Revisions Date SPECIFIED AND COMPOSITE METHOD (NWC) - LIGHTWEIGHT SAMPLE OR ASTM C173 SOILS SPECIAL INSPECTIONS CONCRETE VOLUMETRIC... C ITEM FREQUENCY STANDARD' CRITERIA - TEMPERATURE EACH C COMPSUBGRADE SAMPLEANDTE 60 ASTM C1064 AND BIRED WHEN ELOW OR 80°FRAND ABOVE IS 40 °F - EXCAVATION VERIFY EXCAVATIONS ARE EXTENDED TO THE MINUTE... P - PROPER DEPTH AND HAVE REACHED THE - UNIT WEIGHT FOR EACH PROPER BEARING MATERIAL STRUCTURAL COMPOSITE ASTM C138 - - BEARING MATERIAL VERIFY BEARING MATERIAL IS ADEQUATE TO LIGHTWEIGHT SAMPLE P SOILS REPORT ACHIEVE THE DESIGN BEARING CAPACITY - COLD WEATHER CURING - RECORD MAXIMUM AND MINIMUM CONCRETE CONTROLLED FILL - ASTM C1074 TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR - PRIOR TO PLACEMENTP - VERIFY SUBGRADE HAS BEEN PROPERLY BELOW IS EXPECTED FOR 3 SUCCESSIVE DAY... PREPARED - PLACEMENT VERIFY USE OF PROPER MATERIALS, - COMPRESSIVE ASTM C31 TEST PER SCHEDULE BELOW: Project Information C - DENSITIES, COMPACTION, AND LIFT... STRENGTH EACH ASTM C39 -7 DAYS: (1)6x12 OR (1)4x8 SOILS SPECIAL INSPECTION NOTES: EITHER: -28 DAYS: (2)6x12 OR (3)4x8 COMPOSITE (4)6x12 OR - 56 DAYS: (1)6x12 OR (2)4x8 (IF 28 DAY TESTS DO 1. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION SAMPLE (6)4x8 NOT ACHIEVE SPECIFIED 28 DAY STRENGTH) REQUIREMENTS. CYLINDERS ACCEPTANCE CRITERIA PER ACI 318 2. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. STRUCTURAL CONCRETE TESTING NOTES: Ce N- 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS W L FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. l' CD N- 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF Z c0 CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE LU 0 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. 0 0 B B J Zc6 Q J > V m a W W 0 -0 2 zo 11 W H 8.) J co J w Q o u_ J U) 0 Q N_ Sheet Information A A Sheet Title: QUALITY ASSURANCE Sheet Number: 2 s _ 002 _ 01 ._ 4' N N- M DPA Project: 16.0188.S.01 COPYRIGHT -DAVIS PARTNERSHIP, 1 2 3 4 5 6