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<br /> . _ _ STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TE��STING 2015
<br /> . — � ..
<br /> � TABLE 2 CONTI NU ED - REQU I RED STRUCTU RAL SPECIAL I NSPECTIONS ST"TEMENT oF SPE�iA� i"SPE�Tio"A"°TESTiN� NOTEs: �
<br /> I N PEt�TI ON 1. SPECIAC INSPECTIONS SHALL CONFORM TO:CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC). REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4
<br /> � `� FOR TESTING REQUIREMENTS. �
<br /> ' SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY (NOTE 8) REMARKS '
<br /> REFERENCE REFERENCE OBSERVE PERFORM 2. REFERENCE CODES AND STANDARDS ARE AS FOLL�WS: r
<br /> � � �
<br /> STEEL CONTINUED ' �
<br /> IBC - 2015 �
<br /> � INSPECTION TASKS PRIOR TO BOLTING: ACI - 318-14 : ,
<br /> AWS - CURRENT EDITION ; r
<br /> MANUFACTURER'S CERTIFICATIONS AVAILABLE ASTM - CURRENT EDITION ',
<br />' ° FOR FASTENER MATERIALS AISC 360: TB N5.6-1 X AISC - 360-10 �
<br /> � FASTENERS MARKED IN ACCORDANCE WITH ASTM - 341-10 ,
<br /> ;' : REQUIREMENTS AISC 360: TB N5,6-1 X RCSC - 2009 ', �
<br /> ! TMS - 402-13, 602-13 .
<br /> PROPER FASTENERS SELECTED FOR.THE JOINT �
<br /> . DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS AISC 360: TB N5.6-1 X 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING�SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM � ,
<br /> . ARE TO BE EXCLUDED FROM SHEAR PLANE) E329 (MATERIALS}, ASTM D3740 (SDILS), ASTM C10�7 (CONCRETE), ASTM A880 (STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL
<br /> FURNISH TO THE [STRUCTURAL] [ENGINEERJ [ARCHITECT]A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. ,
<br /> PROPER BOLTING PROCEDUREFOR JOINT DETAIL 1705.2 AISC 360: TB N5.6-1 X WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1:1 OF AWSD1.1. [AND WABO]
<br /> ' CONNECTING ELEMENTS INCLUDI G THE 4. THE SPEGIAL. INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT ' ''>r ( '
<br /> N
<br /> ' APPROPRIATE FAYING SURFACE CONDITION AND , TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSRECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING �
<br /> HOLE PREPARATION, IF SPECIFIED, MEET AISC 360: TB N5.6-1 X INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY. '; ';.
<br /> APPLICABLE REQUIREMENTS ',
<br /> 5. THE SPECI.AL INSPECTOR SHAL:L FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ENGINEER, CONTRACTOR, AND OWNER. THE TESTWG AND �,;
<br /> PRE-INSTALLATION VERIFICATION TESTING BY INSPECTING AGENCY SHALL SUBMiT A FINP�L REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED �
<br /> , � INSTALLATION PERSONNEL OBSERVED AND AISC 360; TB N5.6-1 X CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED.
<br /> DOCUMENTED FOR FASTENER ASSEMBLIES AND ! � �.
<br /> METHODS USED 6. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO.IS PRESENT WHEN AND WHERE THE WORK TO BE WSPECTED IS BEING PERFORMED.
<br /> PROPER STORAGE PROVIDED FOR BOLTS, NUTS, PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING
<br /> v WASHERS AND OTHER FASTENER COMPONENTS AISC 360: TB N5.6-1 X PERFORMED. �,
<br /> a.>
<br /> ' ' � INSPECTION TASKS DURING BOLTING: 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: _
<br /> � FASTENER ASSEMBLIE$, OF SUITABLE CONDITION;
<br /> .� ,
<br /> PLACED IN ALL HOLES AND WASHERS (IF AISC 360: TB N5.6-2 X • FOR ALL ANCHORS, PRIOR TO CONCEALMENT,i VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. '
<br /> � REQU.IRED) ARE POSITIONED AS REQUIRED • FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH 1NSTALLER FOR
<br /> � JOINT BROUGHT TO SNUG-TIGHT CONDITION . CONFORMANCE WITH ICC EVALUATION,REPORT, PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTiONS, PROVIDE PERIODIC INSPECTION 9
<br /> � AISC 360. TB N5.6-2 X ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL '
<br /> PRIOR TO THE PRETENSIONING OPERATION � �
<br /> � ' FASTENER C�MPONENT NOT TURNED BY THE 1705.2 OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION :
<br /> Q AISC 360: TB N5.6-2 X REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND
<br /> U WRENCH PREVENTED FROM ROTATtNG SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION. .
<br /> FASTENERS ARE PRETENStONED IN ACCORDANCE • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. `` .
<br /> WITH THE RCSC SPECIFICATION, PROGRESSING • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED.
<br /> Q. SYSTEMATICALLY FROM THE MOST RIGID POINT AISC 360: TB N5.6-2 X ' ,�
<br /> N TOWARD THE FREE EDGES - 8. OBSERVE: OBSERVE THESE ITEMS ON A RA�NDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
<br /> N INSPECTION TASKS AFTER BOLTING: PERFORM: PERFORM THESE TASKS FOR EACH ELEMENT.
<br /> r� i I
<br /> ; , � DOCUMENT ACCEPTANCE OR REJECTION OF 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUAUFIED TESTING AND INSPECTING AGENCY.
<br /> � 1705.2 AISC 360: TB N5.6-3 X
<br /> I BOLTED CONNECTIO.NS ADDITIONAL TESTWG FOR CONSTRUCTION.CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE .
<br /> � INSPECTION ,
<br /> �
<br /> O SYSTEM or MATERIAL ' IBC CODE ' CODE or STANDARD FREQUENCY (NOTE 6) REMARKS ' '
<br /> " N ', .
<br /> REFERENCE REFERENCE CONTINUOUS PERIODIC '� -
<br /> � ;
<br /> � o C�LD-FORMED STEEL FRAMING
<br /> '� - � MATERIA�VERIFICATION OF WELD FILLER METALS X MANUFACTURER'S CERTIF(ED TEST REPORTS .
<br /> � .
<br /> � VERIFYING USE OF PROPER WPS'S 1705:2.2 SDI QA/QC X COPY OF WELDING PROCEDURE SPECIFICATIONS ', ' � .
<br /> - ai VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS ! . 2 �y
<br /> � WELDED FRAMING CONNECTIONS AWS D1.3 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.3 6.1
<br /> � �
<br /> VERIFICATION OF DETAILS, MEMBERS, BRACING AND AWS D1.4 SECTION 7 X LOAD BEARING AND EXTERIOR WALL FRAMING
<br /> o STIFFENERS -
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<br /> ,
<br /> TESTING .:
<br /> �' : : .
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<br /> �' TABLE 3 - REQUIRED STRUCTURAL TESTING
<br /> ��
<br /> � TESTING ,�
<br /> �n — SYSTEM or MATERIAL FREQUENCY REMARKS ',
<br /> � IBC CODE CODE or STANDARD ,
<br /> o � REFERENCE REFERENCE CONTINUOUS PERIODIC �!
<br /> z � GEOTECHNICAL � _ ..
<br /> �--� �
<br /> , � � , .
<br /> a� ,
<br /> � � FILL IN-PLACE DENSITY OR PREPARED VARIES; MINIMUM PER �' .
<br /> � SUBGRADE DENSITY IBC APPENDIX J107.5 X BY THE GEOTECHNICAL ENGINEER . ' ,
<br /> � ,
<br /> ' O � �
<br /> / � VARIES�
<br /> � C� 1705.6 CLASSIFICATION AND ', ,
<br /> � — MATERIAL VERIFICATION TESTING OF X BY THE GEOTECHNfCAL ENGINEER , � .
<br /> U � CONTROLLED FILL ;
<br /> � MATERIALS '
<br /> �-- � _ , �
<br /> .� o CONCRETE , . ,
<br /> � ' .
<br /> �
<br /> � — :�
<br /> � � EA 1 b0 CY NOR LESS
<br /> J
<br /> ~ J TMAN 5,000 SQUARE �
<br /> ASTM C172 OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX ;
<br /> � Q COMP�SIT� SAMPLES FEET OF SLABS AND
<br /> � X ACI 318 26.12 DESIGN USED .,
<br /> � O� WALLS, ONE SET PER , -
<br /> � X DAY M I N
<br /> (n � '
<br /> 1 CYL-7 DAYS
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<br /> F
<br /> NOTE 9 RE ER TO GENERAL NOTES F R T S
<br /> O � T A G E. F O B Y
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<br /> R6
<br /> I CONCRETE STRENGTH, UNO ASTM C39 3 CYL-TEST AGE � �
<br /> — 1903 12-WCH CYLINDERS, 2 CYLINDERS AT TEST AGE IS PERMITTED. '
<br /> � m
<br /> 1705.3 1 CYL - HOLD
<br /> LO � ONE TEST PER
<br /> � x CONCRETE SLUMP ASTM C143 AT POINT OF PLACEMENT
<br /> �, C� COMPOSITE SAMPLE
<br /> F-- I
<br /> � � ONE TEST PER ,
<br /> CONCRETE A(R CONTENT ASTM C231 MIN ONE PER DAY
<br /> o — COMPOSITE SAMPLE ,
<br /> � N ,
<br /> � N� ONE TEST PER ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG F OR '
<br /> � CONCRETE TEMPERATURE ASTM C1064 ',
<br /> � � COMPOSITE SAMPLE ABOVE 80 DEG F , r
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