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STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING (2015)
<br /> TABLE 2 CONTINUED— REQUIRED STRUCTURAL SPECIAL INSPECTIONS,. STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES:
<br /> INSPECTION 1. SPECIAL 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 /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 8) REMARKS FOR TESTING REQUIREMENTS.
<br /> REFERENCE REFERENCE OBSERVE [PERFORM - - - 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS:
<br /> STEEL CONTINUED IBC zots
<br /> - - ACI -318-14.
<br /> INSPECTION TASKS PRIOR TO BOLTING AWS -CURRENT EDITION
<br /> MANUFACTURERS CERTIFICATIONS AVAILABLE AISC 360:TB N5.6-1 X
<br /> ASTM -CURRENT EDITION
<br /> FOR FASTENER MATERIALS - - - • - - 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(SOILS),ASTM C1077(CONCRETE),ASTM A880(STEEL),AND ASTM E543(NON-DESTRUCTIVE).THE TESTING AND INSPECTING AGENCY SHALL
<br /> FURNISH TO THE[STRUCTURAL][ENGINEER][ARCHITECT(A COPY OF THEIR SCOPE OF ACCREDITATION.SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL
<br /> _ _ WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS 01.1.[AND WABO] --'_.. � _ .- __
<br /> -- - - - X PROPER BOLTING PROCEDURE FOR JOINT DETAIL 1705.2 AISC 360;TB N5.6-1 - - - - - - - - _ - - - - - - -
<br /> - - - CONNECTING ELEMENTS,INCLUDING THE - - - -- - - 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.ALL.DISCREPANCIES SHALL BE BROUGHT
<br /> APPROPRIATE FAYING SURFACE CONDITION AND _ TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION 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 5.- THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL;ENGINEER,CONTRACTOR,AND OWNER:THE TESTING AND
<br /> PRE-INSTALLATION VERIFICATION TESTING BY - - INSPECTING AGENCY SHALL SUBMIT A FINAL 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 INSPECTED IS BEING PERFORMED. - -
<br /> 0 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 /> I - WASHERS AND OTHER FASTENER COMPONENTS AISC 360:TB N5.6-1 X - - - -- - - - PERFORMED. - - - - - -- - - - - - - - - -
<br /> C -. .-_ ..
<br /> O INSPECTION TASKS DURING BOLTING • 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC EVALUATION REPORT,INSPECTIONS SHALL BE AS FOLLOWS: -
<br /> C -FASTENER ASSEMBLIES,OF SUITABLE CONDITION, - - - - - - - -
<br /> _ O ___ _ _ __ __ _ _ ..PLACED IN ALL HOLES AND WASHERS(IF_._ ._...___ ________AISC 360:TB N5.6-2.-. -__ X ___ ____ ___ ___ _ __ _ _ _ ______• FOR ALL ANCHORS,PRIOR TO CONCEALMENT,VERIFY:ANCHOR TYPE,ANCHOR DIMENSIONS,ANCHOR SPACING AND EDGE DISTANCE.
<br /> - w - - - -- •- - --- _-- - - •-FOR EACH ANCHOR TYPE AND SIZE,INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST.10 ANCHORS INSTALLED BY EACH INSTALLER FOR """'--� "-" -_ -
<br /> n. REQUIRED)ARE POSITIONED AS REQUIRED - - - -
<br /> JOINT BROUGHT TO SNUG-TIGHT CONDITION •
<br /> CONFORMANCE WITH ICC EVALUATION REPORT.PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS,PROVIDE PERIODIC INSPECTION
<br /> Q PRIOR TO THE PRETENSIONING OPERATION -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 /> U FASTENER COMPONENT NOT TURNED BY THE 17052 - -- - - OCCUR A.MINIMUM.OF ONCEPER WEEK AT A RANDOM TIME.WHILE ANCHOR INSTALLATION IS ONGOING.ANY NON-COMPLIANCE ISSUES SHALL RESET THE,.INSPECTION -:--
<br /> WRENCH PREVENTED FROM ROTATING 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 /> _ SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION. _
<br /> FASTENERS ARE PRETENSIONED IN ACCORDANCE • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. •
<br /> ra WITH THE RCSC SPECIFICATION,PROGRESSING AISC 360:TB N56-2 X • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED.
<br /> .
<br /> CN - SYSTEMATICALLY FROM THE MOST RIGID POINT - - - -
<br /> Co TOWARD THE FREE EDGES 8. OBSERVE:OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
<br /> ----P-_ - PERFORM:PERFORM THESE TASKS FOR EACH ELEMENT.
<br /> N INSPECTION TASKS AFTER BOLTING:
<br /> - 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY APPROVED QUALIFIED TESTING AND INSPECTING AGENCY.
<br /> Cifi I DOCUMENTO ACCEPTANCE OR REJECTION OF 1705.2 AISC 360:TB N5.6-3 X - ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE.
<br /> BOLTED CONNECTIONS -
<br /> o INSPECTION
<br /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS
<br /> , REFERENCE REFERENCE CONTINUOUSIPERIODIC
<br /> u COLD-FORMED STEEL FRAMING
<br /> 0 MATERIAL VERIFICATION OF WELD FILLER METALS X- MANUFACTURER'S CERTIFIED TEST REPORTS -
<br /> VERIFYING USE OF PROPER WPS'S 1705.2.2 SDI QA/QC - X COPY OF WELDING PROCEDURE SPECIFICATIONS •
<br /> -p VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS - -
<br /> p WELDED FRAMING CONNECTIONS AWS D1.3 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.3 6.1
<br /> VERIFICATION OF DETAILS,MEMBERS,BRACING AND AWS D1.4 SECTION 7 X LOAD BEARING AND EXTERIOR WALL FRAMING
<br /> STIFFENERS _ -- - -
<br /> M TESTING
<br /> ,-1 TABLE 3— REQUIRED STRUCTURAL TESTING TABLE 2A— REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
<br /> U)
<br /> /u TESTING INSPECTION
<br /> O SYSTEM or MATERIAL REMARKS
<br /> p — SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS ,IBC CODE CODE or STANDARD FREQUENCY(NOTE 6)
<br /> z C REFERENCE REFERENCE - REFERENCE REFERENCE CONTINUOUSIPERIODIC
<br /> C 0 CONTINUOUS PERIODIC
<br /> N 0 - COLD-FORMED STEEL FRAMING
<br /> o ° GEOTECHNICAL -
<br /> WELDED CONNECTIONS.FOR DIAPHRAGM ELEMENTS,
<br /> p _ FILL IN-PLACE DENSITY OR PREPARED VARIES;MINIMUM PER - DRAG STRUTS,SHEAR WALL ELEMENTS AND AWS D1.3:6 - X ALL WELDS VISUALLY INSPECTED PER AWS D1.3:6.1
<br /> i 2 SUBGRADE DENSITY IBC APPENDIX J107.5 X BY THE GEOTECHNICAL ENGINEER BRACING.
<br /> 1 2
<br /> - VARIES;
<br /> 1705.6 CLASSIFICATION AND 1705.12.3 ALL CONECTIONS VISUALLY INSPECTED.NOT
<br /> MATERIAL VERIFICATION TESTING OF X BY THE GEOTECHNICAL ENGINEER REQUIRED IF SHEATHING IS GYPSUM BOARD,
<br /> V) (1) CONNECTIONS FOR DIAPHRAGM ATTACHMENT, FIBERBOARD,OR IF SHEATHING IS WOOD
<br /> CONTROLLED— FILL DIAPHRAGM CHORDS,DRAG STRUTS,SHEAR WALL - - X
<br /> o 0 MATERIALS - ELEMENTS,BRACING AND HOLD-DOWNS. STRUCTURALIDEAND PANEL OR SPACINGN ISSHEET THAN
<br /> 4 ONE
<br /> SIDE FASTENER MORE THAN 4
<br /> O U CONCRETE INCHES ON CENTER.
<br /> -o EA 150 CY NOR LESS -
<br /> Q Q ASTM C172 THAN 5,000 SQUARE OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX - WOOD
<br /> T X COMPOSITE SAMPLES ACI 318 26.12 FEET OF SLABS AND DESIGN USED
<br /> p U WALLS,ONE SET PER
<br /> • CD -- - -- - - - -- DAY MIN - - - - -CONNECTIONS FOR DRAG STRUTS,BRACING,AND - - - - X ALL CONNECTIONS VISUALLY INSPECTED
<br /> al• U - - - - -- -- - - - - - SHEAR WALL ANCHORAGE AND HOLD-DOWNS-
<br /> V) o 1CYL-7 DAYS
<br /> N CONCRETE STRENGTH,UNO ASTM C39 3 CYL-TEST AGE (NOTE 9)REFER TO GENERAL NOTES FOR TEST AGE.FOR 6 BY
<br /> I — 1903 1 CYL-HOLD 12-INCH CYLINDERS,2 CYLINDERS AT TEST AGE IS PERMITTED.
<br /> 1705.3
<br /> r m ONE TEST PER _ _ 1705.12.2_ ALL FASTENING VISUALL INSPECTED. ,q��,p
<br /> o CONCRETE SLUMP - ASTM C143 COMPOSITE SAMPLE AT POINT OF PLACEMENT- FASTENING OF SHEAR WALL SHEATHING WITH EDGE - - X WHERE THE FASTENER SPACING IS MORp 8 OF EVERETT
<br /> - COMPOST PER NAILING 4INCHES ON CENTER OR LESS INCHES ON CENTER REVIEWED FOR PERMIT
<br /> _ — CONCRETE AIR CONTENT ASTM C231 COMPOSITE SAMPLE MIN ONE PER DAY
<br /> 0 0f
<br /> O N CONCRETE TEMPERATURE ASTM C1064 ONE TEST PER ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG FOR
<br /> r 't COMPOSITE SAMPLE ABOVE 80 DEG F
<br /> O
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