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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 FREQUENCYREMARKS FOR TESTING REQUIREMENTS.
<br /> IBC CODE CODE or STANDARD (NOTE 8)
<br /> REFERENCE REFERENCE OBSERVE [PERFORM 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS:
<br /> STEEL CONTINUED IBC -2015
<br /> ACI -318-14
<br /> INSPECTION TASKS PRIOR TO BOLTING: AWS -CURRENT EDITION
<br /> MANUFACTURER'S CERTIFICATIONS AVAILABLE ASTM -CURRENT EDITION
<br /> AISC 360:TB N5.6-1 X
<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 /> PROPER BOLTING PROCEDURE FOR JOINT DETAIL 1705.2 AISC 360:TB N5.6-1 X WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1.[AND WABO]
<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
<br /> 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 /> uo PROPER STORAGE PROVIDED FOR BOLTS,NUTS, AISC 360:TB N5.6-1 X 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 /> s WASHERS AND OTHER FASTENER COMPONENTS PERFORMED.
<br /> V
<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 ASSEMBLIES,OF SUITABLE CONDITION,
<br /> a) 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 /> j - REQUIRED)ARE POSITIONED AS REQUIRED • FOR EACH ANCHOR TYPE AND SIZE,INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECTA MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR
<br /> JOINT TO SNUG-TIGHT CONDITION CONFORMANCE WITH ICC EVALUATION REPORT.PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS,PROVIDE PERIODIC INSPECTION
<br /> Q PRIOR TO THE BROUGHTP TO SNUG-TIGHT
<br /> NG 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 /> 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 /> C) 1705.2COMPONENT NOT TURNED BY THE 1705.2 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 /> WRENCH PREVENTED FROM ROTATING - SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION.
<br /> E FASTENERS ARE PRETENSIONED IN ACCORDANCE • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS.
<br /> N WITH THE RCSC SPECIFICATION,PROGRESSING AISC 360:TB N5.6-2 X • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED.
<br /> SYSTEMATICALLY FROM THE MOST RIGID POINT
<br /> � TOWARD THE FREE EDGES 8. OBSERVE OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
<br /> PERFORM:PERFORM THESE TASKS FOR EACH ELEMENT.
<br /> N INSPECTION TASKS AFTER BOLTING:
<br /> 0
<br /> 0,1 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AGENCY.
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF I 1705.2 AISC 360:TB N5.6-3 X
<br /> BOLTED CONNECTIONS ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE.
<br /> CA INSPECTION
<br /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS
<br /> .—wt' 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 /> VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS
<br /> WELDED FRAMING CONNECTIONS AWS D1.3 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.3 6.1
<br /> d VERIFICATION OF DETAILS,MEMBERS,BRACING AND AWS D1.4 SECTION 7 X LOAD BEARING AND EXTERIOR WALL FRAMING
<br /> ,.STIFFENERS
<br /> TESTING •
<br /> r41
<br /> 0
<br /> �I TABLE 3— REQUIRED STRUCTURAL TESTING TABLE 2A— REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
<br /> 0
<br /> co
<br /> TESTING INSPECTION
<br /> a) SYSTEM or MATERIAL FREQUENCY(NOTE 6) REMARKS
<br /> -8' — SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS IBC CODE CODE or STANDARD
<br /> z C REFERENCE REFERENCE REFERENCE REFERENCE CONTINUOUSIPERIODIC
<br /> o CONTINUOUS PERIODIC
<br /> COLD-FORMED STEEL FRAMING
<br /> 0 o
<br /> GEOTECHNICAL
<br /> WELDED CONNECTIONS FOR DIAPHRAGM ELEMENTS,
<br /> O 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 /> 2 SUBGRADE DENSITY IBC APPENDIX J107.5 X BY THE GEOTECHNICAL ENGINEER BRACING.
<br /> y
<br /> o VARIES;
<br /> C 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 /> CO Li) CONNECTIONS FOR DIAPHRAGM ATTACHMENT, FIBERBOARD,OR IF SHEATHING IS WOOD
<br /> CONTROLLED FILL DIAPHRAGM CHORDS,DRAG STRUTS,SHEAR WALL - - X STRUCTURAL PANEL OR STEEL SHEET ON ONLY ONE
<br /> LT) E MATERIALS ELEMENTS,BRACING AND HOLD-DOWNS. SIDE AND FASTENER SPACING IS MORE THAN 4
<br /> O U CONCRETE INCHES ON CENTER.
<br /> EA 150 CY NOR LESS
<br /> -o -1 THAN 5,000 SQUARE WOOD
<br /> ASTM C172 OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX
<br /> COMPOSITE SAMPLES FEET OF SLABS AND
<br /> , X ACI 31826.12 DESIGN USED
<br /> o 0 _ WALLS,ONE SET PER
<br /> 3o CIO DAY MIN CONNECTIONS FOR DRAG STRUTS,BRACING,AND
<br /> N U _-- - SHEAR WALL ANCHORAGE AND HOLD-DOWNS - - X ALL CONNECTIONS VISUALLY INSPECTED
<br /> CO I— 1 CYL-7 DAYS
<br /> CONCRETE STRENGTH,UNO 1903 ASTM C39 3 CYL-TEST AGE (NOTE 9)REFER TO GENERAL NOTES FOR TEST AGE.FOR 6 BY
<br /> 1 CYL-HOLD 12-INCH CYLINDERS,2 CYLINDERS AT TEST AGE IS PERMITTED.
<br /> cO 1705.3 TT ( �N m CONCRETE SLUMP ASTM C143 ONE TEST PER AT POINT OF PLACEMENT 1705 12 2 ALL FASTENING VISUALL INSPECTED. t LBQ EDP'F EVE R ETT
<br /> 0 COMPOSITE SAMPLE FASTENING OF SHEAR WALL SHEATHING WITH EDGE _ _ x WHERE THE FASTENER SPACIIR�MQRjITEI E D FOR PERMIT
<br /> 0 CO NAILING 4 INCHES ON CENTER OR LESS 16Y`C\/
<br /> 0) CONCRETE AIR CONTENT ASTM C231 ONE TEST PER MIN ONE PER DAY INCHES ON CENTER Y
<br /> j— COMPOSITE SAMPLE
<br /> 0 NI
<br /> 0 N CONCRETE TEMPERATURE ASTM C1064 ONE TEST PER ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG F OR
<br /> N M COMPOSITE SAMPLE ABOVE 80 DEG F
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<br /> X No. Dote Revision By Appc ess+oxer.gM°OI`AI� DO 1/5/2017 1900675 SPECIAL INSPECTIONS d of Total
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