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SPECIAL INSPECTION REQUIRED BY 2012 IBC
<br /> INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS"FREQUENCY OF INSPECTION"AS"PERIODIC"OR
<br /> CONTWUOUS".IF NO BOX IS CHECKED,EITHER THE TASK DOES NOT EXIST OR DOES NOT NEED ANY SPECIAL INSPECTION.
<br /> STRUCTURAL STEEL (IBC 1705.2.1 , 1705.11 .1 & 1705.12.2) CONCRETE C�NSTRUCTION (IBC 1705.3 & 1705.12.1 ; STATEMENT OF SPECIAL INSPECTIONS 2412 IBC :
<br /> )
<br /> PRIOR TO WELDI NG (TABLE N5.4'� � AISC 36O'�O>. 1 (BC),T�HE OWNER I�S R QUI�ED TO H RE AN INDEPENDENTTIONAL BUILDING CODE
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> TESTINGlINSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS REINFORCING STEEL CONTINUOUS ❑ PERIODIC � VERIFY PR�OR TO PLACING CONCRETE THAT 2. THIS STATEMENT OF SPECIAL INSPECTIONS SUBM�TTED BELOW IS FU�FILLMENT OF
<br /> REINFORCING IS OF SPECIFIED TYPE,GRADE AND THE REQUIREMENTS OF 2012 IBC SECTIONS 1704 AND 1705.
<br /> SIZE;THAT IT�S FREE OF OIL,DIRT AND RUST;THAT IT
<br /> VERIFY WELDING PROCEDURES{WPS) CONTINUOUS � PERIODIC ❑ IS LOCATED AND SPACED PROPERLY;THA7 HOOKS, 3. SPECIAL INSPECTIONS AND TESTWG WILL BE PERFORMED IN ACCORDANCE WITH THE
<br /> AND CONSUMABLE CERTIFICATES BEND,TIES,STIRRUPS AND SUPPLEMENTAL APPROVEO PLANS AND SPECIFICATIONS,THIS STATEMENT,IBC 2012 CHAPTER 17 AND
<br /> REWFORCEMENT ARE PLACED CORRECTLY;THAT LAP AISC 360•10 SECTION"N5".
<br /> MATERIAL IDENTIFICATION CONTINUOUS ❑ PERIODIC � VERIFY TYPE AND GRADE OF MATERIAL. LENGTHS,STAGGER AND OFFSETS ARE PROVIDED; 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION
<br /> AND THAT ALL MECHANICAL CONNECTIONS ARE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE PROVISIONS OF THE IBC,THE
<br /> INSTALLED PER THE MANUFACTURER'S WSTRUCTIONS ARCHITECTS/ENGINEER'S REVIEWED SHOP DRAWINGS,AND/OR PLACEMENT DRAWINGS,
<br /> WEIDER IDENTIFICATION CONTINUOUS ❑ PERIODIC � A SYSTEM SHALL BE MAINTAINED BY WHICH A AND/OR EVALUATION REPORT. MAY BE USED ONLY AS AN AID TO INSPECTIONS.
<br /> WELDER WHO HAS WELDED A JOINT OR
<br /> MEMBER CAN BE IDENTIFIED. a. CONTINUOUS SPECIAL INSPECTION-THE FULL-TIME OBSERVATION OF WORK
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS
<br /> FIT-UP GROOVE WELDS CONTINUOUS ❑ PERIODIC � VERIFY JOINT PREPARATION,DIMENSIONS, GAST-IN BOLTS&EMBEDS CONTINUOUS � PERIODIC ❑ INSPECTION OF ANCHORS OR EMBEDS CAST IN PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
<br /> CLEANLINESS,TACKING,AND BACKING CONCRETE IS REQUIRED WHEN ALLOWABLE
<br /> LOADS HAVE BEEN INCREASED OR WHERE b. PERIODIC SPECIAL INSPECTION-THE PART-TIME OR INTERMITTENT
<br /> STRENGTH DESIGN IS USED. OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED
<br /> ACCESS HOLES CONTINUOUS ❑ PERIODIC � VERIFY CONFIGURATION AND FINISH. SPEGIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK.
<br /> FIT-UP OF FILLET WELDS CONTINUOUS ❑ PERIODIC � VERIFY ALIGNMENT,GAPS AT ROOT, POST-INSTALLED ANCHORS OR CONTINUOUS � PERIODIC ❑ ALL POST-INSTALLED ANCHORSlDOWELS SHALL 5. THE SPECIAL INSPECTOR SHALL COMPIETE A DAILY REPORT FOR EACH DAYS
<br /> CLEANLINESS OF STEEL SURFACES,AND TACK DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE INSPECTIONS.THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE
<br /> APPROVED ICC-ES REPORT. CONTRACTOR FOR THE BUILDING DNISION'S INSPECTOR.THE REPORTS SHALL
<br /> WELD QUALITY AND LOCATION. INCLUDE THE FOLLOWING.
<br /> DU RI NG WELD I N G (TABLE N5.4-2, AISC 360'�O). USE OF REQUIRED MIX DESIGN CONTINUOUS � PERIODIC ❑ VERIFY THAT ALL MIXES USED COMPLY WITH THE a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED.
<br /> APPROVED CONSTRUCTION DOCUMENTS;ACI b. DESCRIPTION OF THE INSPECTIONS,WITH LOCATIONS AND TESTS PERFORMED.
<br /> 318;CH 4,5.2-5.4;AND IBC 19004.3,19.13.2,1913.3. c. LISTING ANY NON-CONFORMING ITEMS.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED.
<br /> USE OF QUALIFIED WELDERS CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDERS ARE APPROPRIATELY CONCRETE SAMPLWG FOR STRENGTH CONTINUOUS � PERIODIC ❑ e. LIST ANY CHANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED
<br /> QUALIFIED. TESTS,SLUMP,AIR CONTENT,AND BY THE ENGINEER,ARCNITECT,OR BUILDING DIVISION'S INSPECTORS.
<br /> TEMPERATURE
<br /> CONTROL AND HANDLING OF WELDING CONTINUOUS ❑ PERIODIC 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE JMMEDIATE ATTENTION OF
<br /> � VERIFY PACKAGING AND EXPOSURE CONTROL THE CONTRACTOR,AND NOTE ALL SUCH ITEMS IN THE DAILY REPORT.IF ANY ITEM IS NOT
<br /> CONSUMABLES CONCRETE PLACEMENT CONTINUOUS ❑ PERIODIC � RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCQRPORATED IN THE WORK,THE
<br /> SPECIAL INSPECTORS SHALL IMMEDI,4TELY NOTIFY THE OWNER AND THE ENGINEER OF RECORD.
<br /> CRACKED TACK WELDS CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDWG DOES NOT OCCUR 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND
<br /> OVER CRACKED TACK WELDS. INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION,ENGINEER OF RECORD,
<br /> CURING TEMPERATURE AND CONTINUOUS � PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE FOR
<br /> TECHNIQUES CONCRETE IS KEPT AT>50°F FOR AT LEAST 7 AND/OR OTHERS AS DESIGNATED.
<br /> ENVIRONMENTAL CONDITIONS CONTINUOUS ❑ PERIODIC � VERIFY WIND SPEED IS WITHIN LIMITS AS WELL DAYS AFTER PLACEMENT.HIGH-EARLY- 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE
<br /> AS PRECIPITATION AND TEMPERATURE. STRENGTH CONCRETE SHALL BE KEPT AT>50°F BUILDING DIVISION STATING THAT ALI.ITEMS REQUIRING SPECIA�INSPECTIONS AND TESTING
<br /> FOR AT LEAST 3 DAYS.ACCELERATED CURING WERE FULFILLED,ALL DISCREPANCIES WERE CORRECTED OR RESOLVED,AND ALL WORK
<br /> WPS FOLLOWED CONTINUOUS ❑ PERIODIC � VERIFY ITEMS SUCH AS SETTINGS ON WELDING METHODS MAY BE USED(SEE ACI 318:5.11,3j.THE REQUIRING SPECIAL INSPECTIONS IS W CONFORMANCE WITH THE APPROVED DESIGN
<br /> AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE DRAWINGS AND SPECIFIGATIONS AND APPLICABLE CODES.ANY ITEMS UNRESOLVED OR
<br /> EQUIPMENT,TRAVEL SPEED,WELDING >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR DISCREPANCIES IN COVERAGE(I.E.MISSED INSPECTIONS,PERIODIC INSPECTIONS WHEN
<br /> MATERIALS,SHIELDING GAS TYPEJFLOW RATE, CONCRETE,SHOTCRETE SHALL BE CONTINUOUS WAS REQUIRED,ETC)SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT.
<br /> REHEAT APPLIED,INTERPASS TEMPERATURE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br /> MAINTAINED AND PROPER POSITION. HOURS AFTER SHOTCRETWG.ALL CONCRETE 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER
<br /> MATERIALS,REINFORCEMENT,FORMS,FILLERS, OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL:
<br /> WELDING TECHNIQUES CONTINUOUS ❑ PERIODIC � VERIFY INTERPASS AND FINAL CLEANING,EACH AND GROUND SHALL 8E FREE FROM FROST.IN a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO
<br /> PASS IS WITHIN PROFILE LIMITATIONS,AND HOT WEATHER CONDITIONS ENSURE THAT WILL PERFORM THE(NSPECTIONS.
<br /> QUALITY OF EACH PASS. PLASTOIC 6HR NKAGE CRACK NG AND THOT T oED b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT
<br /> SPECIFIED WATER/CEMENT RATIO IS NOT THE SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTIES AS
<br /> AFTER WELDING (TABLE N5.4-3 AISC 360—�O). EXCEEDED. CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTION.
<br /> � c. REVIEW SUBMITTED INSPECTION REPORTS.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS ERECTION OF PRECAST CONCRETE CONTINUOUS ❑ PERIODIC ❑ VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br /> ASSEMBLED AND BRACED IN ACCORDANCE WITH e• WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION
<br /> THE APPROVED CONSTRUCTION DOCUMENTS. REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED .
<br /> WELDS CLEANED CONTINUOUS ❑ PERIODIC �
<br /> VERIFY THAT WELDS HAVE BEEN PROPERLY AND ACCEPTED,
<br /> CLEANED
<br /> FORMWORK CONTINUOUS ❑ PERIODIC � VERIFY THAT THE FORMS ARE PLACED PLUMB
<br /> SIZE,LENGTH,AND LOCATION OF CONTWUOUS � PERIQDIC ❑ ' AND CONFORM TO THE SHAPES,LINES,AND
<br /> WELDS DIMENSIONS OF THE MEMBERS AS REQUIRED BY
<br /> THE APPROVER CONSTRUCTION DOCUMENTS.
<br /> WELDS MEET VISUAL ACCEPTANCE CONTINUOUS � PERIODIC ❑
<br /> �R'TER'A SOILS CONSTRUCTION (IBC 1705.6):
<br /> ARC STRIKES CONTINUOUS � PERIODIC ❑ ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF CONCRETE.
<br /> K-AREA CONTWUOUS � PERIODIC ❑ ACHIEVE DESIGN BEARING CAPACITY .
<br /> BACKING&WELD TABS REMOVED CONTINUOUS � PERIODIC ❑ VERIFY EXCAVATIONS EXTEND TO CONTINUOUS ❑ PERIODIC � PRIOR TO PLACEMENT OF COMPACTED FILL
<br /> PROPER DEPTH AND MATERIAL OR CONCRETE.
<br /> REPAIR ACTNITIES CQNTINUOUS � PERIODIC ❑ VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIODlC ❑ PRIOR TO PLACEMENT OF COMPACTED FILL.
<br /> APPROPRIATELY PREPARED PRIOR TO
<br /> PLACING COMPACTED FILL
<br /> DOCUMENT ACCEPTANCE OR CONTINUOUS � PERIODIC ❑
<br /> REJECTION OF WELDED JOINTIMEMBER PERFORM CLASSIFICATION ANO CONTINUOUS � PERIODIC ❑ ALL MATERIALS SHALL BE CHECKED AT
<br /> TESTING pF COMPACTED FILL EACH LIFT FOR PROPER CLASSIFICATIONS
<br /> MATERIALS AND GRADATIONS NOT LESS THAN ONCE
<br /> FOR EACH 10,OOOFT Z OF SURFACE AREA,
<br /> VERIFY PROPER MATERIALS, CONTINUOUS � PERIODIC ❑
<br /> DENSITIES AND LIFT THICKNESSES
<br /> DURING PLACEMENT AND
<br /> COMPACTION
<br /> �
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE PS A DRA N DA SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ��oF WAS �F ACCEPTABILITY BEL o$ ,5 ,s STATEMENT OF SPECIAL INSPECTIONS 16325 O 08/15/16
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<br /> '� � ��, SPECIFICATION IS APPROVED AHM 08 15 16 SHEEf
<br /> �O�,H�,"�� �o A 0 -07 MT) APPROVED BY DEPT. DATE TAL 08 15 16 TI�E FACTORY TRANSFORMATION 777X WING BODY JOIN �O
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